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Home My WebLink About43063-Z � SUFFQ( Town of Southold 8/1/2019 G P.O.Box 1179 o ® 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40574 Date: 8/1/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 18 Millstone Ln Unit 9, Cutchogue SCTM#: 473889 See/Block/Lot: 102.1-1-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/17/2018 pursuant to which Building Permit No. 43063 dated 9/25/2018 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_(Unit#9) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0063 4/15/2019 ELECTRICAL CERTIFICATE NO. 43063 7/23/2019 PLUMBERS CERTIFICATION DATED 6/27/2019 A ANSuffWlumbing Cont. ut o ' ignature �SUFFo�,r� TOWN OF SOUTHOLD moo any BUILDING DEPARTMENT Ca a TOWN CLERK'S OFFICE o . 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#: 43063 Date: 9/25/2018 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#9, C model) At premises located at: 18 Millstone Ln Unit 9, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-9 Pursuant to application dated 9/17/2018 and approved by the Building Inspector. To expire on 3/26/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,868.80 CO -NEW DWELLING $50.00 Total: $1,918.80 Buil ector Form No.6 TOWN OF SOUTHOLD •BUILDING DEPARTMENT TOWN MALL 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: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or ,topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building, industrial building,multiple residences and,similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: L Accurate survey of property showing all property line's,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-,$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. (� New Construction: Old or Pre-existing Building: (check on Location of Property: �.f1 1 eAle, House No. Street Hamlet ,Owner or Owners of Property: �L G DIZV4�o'lP.-tt. Suffolk County Tax Map No 1000, Section look . Block ® !' Lot ,PbhF�n >�� 4'C--- Filed Map. L17-1 Lot: CPermit No. Date of Permit._ Applicant: 'Health Dept. Approval: �Q 1 :7 ��Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi ate Final Certificate: ( ieck one P Fee Submitted:$ d Appl a t Sig atu CONSENT TO INSPECTION ( 1✓� the undersigned,do(es)hereby state: Owner(A)Name(s) That the undersigned(is)(are)the own r(s)of the premise ' e T w of Southold,located at L- which is hown and designated,on the Suffolk County Tax Map as 6istrict 1000, Section L910I Block 0 r ,Lot That the undersigned(has) (have)filed,or cause to be filed,an application in the Southold Town BuildiIns a toy's Office for the fAllowmg;, 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. e Dated: Mnte)q A�Ia- U// (Signature) (Print Name) of s �r�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(a-)-town.southold.ny.us Southold,NY 11971-0959 C®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE 'SITE LOCATION Issued To- Rimor Development LLC Address: 18 Millstone Ln Unit 9 city-Cutchogue st: NY zip: 11935 Building Permit#: 43063 section: 102.1 Block. 1 Lot. 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat GAS Duplec Recpt 62 Ceiling Fixtures 24 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 7 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200A A/C Condenser 30A Single Recpt 4 Recessed Fixtures 30 CO Detectors Sub Panel A/C Blower 2QA Range Recpt Fluorescent Fixture Pumps AH Transformer Appliances Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect ,qC Switches 4Q Twist Lock Exit Fixtures TVSS El Other Equipment: Combo smoke/carbon-5, AH-1, AC-1, UC lights-2, Bath exdhaust fan-3, Washer, Drys DW, Fridge Notes: Inspector Signature: Date: July 23, 2019 S.Devlin-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1902 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Jt : JUL CERTIFICATION Date: 01 'D 0 19 Building Permit No.. Owner: �'VVVDp� dn (Please print) Plumber: 11 EU4-o�K �� nb�n� (?b�- �G �s n c (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plu ers Signature) Sworn to before me this day of \j Ag- 20� ANNA PIORI-rA Waly Public,stata of New York KC-9,NO-0IF163683U QualifiW III Suffolk Notary Public, S41 -A.//C-..-.-CoLII1ty Commission S"got =1r :L 06� Un i-�- a0F So(/l�° # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION , [ FOUNDATION 1ST /UD [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING �/ ;J 91fo� REMARKS: � DATE INSPECTOR 7 *OF SOUTyo� # # TOWN OF SOOT OLD BUILDING DEPT. 765-1802 INSPECTION [ r�- UNDATION 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: �,A %S, L `! DATE I �1 �1 INSPECTOR hO�aOF SO(/Tyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR AW V _ - -- - --fie_' _ •-- - - ..____ OF SOU ti�� TyO�o # # TOWN OF SOUTHOLD BUILDING DEPT. ^oum e�' 765-1802 INSPEC ON [ ] FOUNDATION IST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: qt-6 %�a- 1 r r YS✓ 1 DATE INSPECTOR ho��OF SOUTyo{o TOWN OF SOUTHOLD BUILDING DEPT. 'ourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION -V4t,�L [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] )CODE VIOLATION [ ] CAULKING REMARKS: 00441d- � �-L row DATE S INSPECTOR'�t— ► SOF so # TOWN OF SOOT OLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: CA34,,v o441- O#V ?~ fk on/ l � DATE 70M INSPECTOR OF soI/p,� # # TOWN OF SOUTHOLD BUILDING DEPT. `y oum, 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: DATE INSPECTOR SOF so v 63 how o� * # TOWN OF SOUTHOLD BUILDING DEPT. Comm 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] 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: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [XNSULATION FRAMING /STRAPPING [ FINAL /Vjo [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: GAll y �c LOW -Crime Gan h �Sn�` a ,w v►� QKA"ZIZ GJ mmy - � uvv - - ' DATE INSPECTOR Home Energy Rating Certificate Property HERS 18 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-07-29 Rating Number: MC122 18 Millstone Ln Registry ID: 506262223 Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 54 Efficient Home Comparison: 46% Better Heating 67.7 $1493 66% General information Cooling 0.6 $30 1% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $281 13% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 24.1 $426 19% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 103.2 $2245 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 91.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 92 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC Performance Path ECCC New York State 2016 _ Building Shell Featuresj",.,E Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under "` C— Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, S GC: 0.300 w C Above Grade Walls R-21.0 Infiltration Rate Htg: 153 lg: 1535 C 50 Foundation Walls R-13.0 2 Method �+ Blo oor nn vl 3 r'1 s3 �" 3 . 3 f'rC Michael Fauci Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave ✓� Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natur Bohemia N.Y.11716 — Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Natural gas 631-244-2627 Refrigerator (kWh/yr) 632 Clothes Dryer CEF 3.93 Dishwasher (kWh/yr) 270. Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: 'M 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 ; 2019 Combustion Safety g Testin For® F "` `� �_. JUL 3 0 2019 ' Certified Home Address: 18 Millstone Lane City: Cutchogue 1;1;31,"+ Builder Name: Harvest Pointe Builder Tracking Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms:f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-07-29 Outdoors Temp During Test: 88 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❑ Tyne: Furnace❑✓ Boiler❑Heat Pump Q Other❑ t z Venting Type 3 Drat S iy Ila�e S iSn!lags CO -CO E tciett FueLTvpe Circle Type),_ ascal) (Worst Case (Natural) (Worst Case atural Rating:95-01 NEI P❑O❑E❑ NQN❑M]U S_✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fail❑ NSA PPM N/A PPM Water Heater Primary: Yes 0Tie: Standard Tank ✓❑Indirect Tankless ❑ Size: 75 0 Style Common Vent No Il Instantaneous❑Commercial (See Note 5below) (Gall-ons) 4 Stand Alone Z✓ s2 Venting Type 3 Draft Sip!lige Spillage(Natural) CO CO E tcienc Fuel Type (Circle Type) (Pascal) (Worse Case). (Worse Case) (Natural) EF: 0.69 NEI P[:]O❑E.❑ N❑M[:IS 0 N/A Pa. Pass❑✓ Fail❑ Pass❑✓_FailF] N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 3 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft 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 Fauci Rater Number: 8619824 Rater Signature: Date: 2019-07-29 c At ZA 93� MECHANICAL CORPORAYIOb HEATING AND AIR CONDITIONING March 11, 2019 Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 U U L 3 0 2019 - Subject: Harvest Point Residential Units ' I F'3 D1 F-M Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 • (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 37$0 EXPRES8 DRIVE SOUTH - , SUITE 202 IsL.ANDIA NY 11749 W W W.C3RCHARCHITEGTURE.COM (631 864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 s' 1 PO Box 1179 -` JUL 3 0 2019 l- Southold NY 11971 Attn. Ms.Amanda Nunemaker �� Plans Examiner Re: Harvest Pointe at Cutchogue Dear Ms. Nunemaker, The following two insulation products noted below have been selected for their flame/smoke spread properties to meet the requirements of the New York State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. Spray Foam Insulation at Rim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided±3") Flame spread index 25 or less and smoke-development index of 450 or less is provided: Provided/Installed Bayseal Closed Cell Spray Foam Insulation report less than 4" (see products sheet) provides flame spread index of 25 or less and smoke-development index less than 450 in accordance with ASTME84. Draped Foundation Wall Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, including facings shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not to exceed 450. Provided/ Installed: "Ecotouch Flame Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ?Cherve d, ,c�FtED ARC �5 gQRT c y�'QL��I ED AP "9 02381 Q� ��F NE�-1 GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE 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 J U L 3 0 2019 + Cutchogue, New York PUITIPTNG 7)Ft'T. Unit 9 -Permit#43063 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for conditioned space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. 7Gleer;Veey, submitted, A�RE�ARC \5 �COERT 4 0 AGF C� C7 Z.0 IA, LEED AP N�A '9 0238A1 TFOF NE`Ny GRCH ARCHITECTURE PC 3750 ExPREss DRIVE SOUTH SUITE 202 Is ANDIA. NY 11749 W W W.QRCHARCHITECTURE.COM (631)864-3395 April 23, 2019 Town of Southold Building Department 53095 Route 25F , v !'� �fz PO Box 1179 r ' r � V L Southold, NY 11971 r 1 r Att: Mr. Michael Verity JUL 3 0 2019 Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit No.9 Permit No.43063 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. qPrin ' al Ily submitted, ly C9\C0 s CRFy�Tt�` Q\ 2� veny,AIA, LEED AP N� 9 023 A3 O T�OF NE`N� -F�- Manual S Compliance Report Job: wrightsoft� Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email.rb.detfino@energytestmgservices com Project • • For: 18 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17645 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0oF Latent gain: 3131 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0'F Total gain: 20776 Btuh Indoor RH: 50% Estimated airflow: 800 cfm ra Manufacturer's Performance Data at Actual Design Conditions r , Equipment type: Split AC J U L 3 0 2019 - Manufacturer: Generic Model: SEER 16 Actual airflow: 800 cfm Sensible capacity: 16800 Btuh 95%of load P, ;TIT PT,j, n7"' D Latent capacity: 7200 Btuh 230%of load Total capacity: 24000 Btuh 116%of load SHR: 70% r Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 37557 Btuh Entering coil DB: 62.2'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: 685 cfm Output capacity: 37557 Btuh 100%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. -F#i-wrights®ft® 2019-Jan-0716:49.57 Right-Sude®Universal 2018 18.0.32 RSU20066 Page 1 /'tLiV11 ..Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Residential Plans Examiner -view Form Form AC® for HVAC System Design • • 15 Mar 09 prwdbu ci*�o!r Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes E] No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No Building plan#: Manual D Friction Rate Worksheet: Yes E] No Duct distribution sketch: Yes Ei No Home address(Street or Lot#,Block,Subdivision): 18 Millstone Lane, Entire House HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature. 10 °F Orientation: Front Door faces West Indoor temperature- 68 of North,Fast,West,South,Northeast,Northwest,southeast,southwest Total heat loss: 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 ft' Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature: 75 *F WindowsRoof Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 16.0 ft Sensible heat gain: 20051 Btuh Internal shade: none Latent heat gain: 3558 Btuh Blinds, v p Window Total heat gain: 23609 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data ETilpmenttype: Gas furnace ETuipmenttype: SplitAC Heatingcfm: 685 umace,Heat pump,Boller,etc. Ir Conditioner,Heat pump,etc. Cooling Cfm: 800 Model: Generic Model: Generic Static pressure: 0 in H2O AFUE 92 SEER 16+ Fan's rated external static pressure for design airflow Heating output capacity: 37557 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible cooling capacity. 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 800 cfm Longest supply duct- 264 ft Duct Materials Used Equipment design ESP: 0 in H2O Longest return duct: 169 ft Trunk duct: Round flex metal,Sheet metal Total device pressure losses: 0 in H2O Total effective length(TEL): 433 ft Available static pressure(ASP): 0 in H2O Friction rate: 0 in/100ft Branch duct: Round flex metal,Sheet 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 above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reservedfor County, . p orAuthority *Home qualifies for MJ1AE Form based on Abridged Edition Checklist WrllghitsD ' 9 Ri ht-Suite®Universal 201818 0.32 RSU20066 i-nea,eiaowm • 9 Load Short Form Job: wri hisoft Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-2442627 Email:rb.deiBno@energytestingservices com Project • • For: 18 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)/2 Design TD(°F) 58 8 Pressure/AVF 50 Pa/1179 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 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 'F Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7745 790 159 37 Bed 2 196 3382 1582 70 74 Bath 2 60 1132 272 23 13 Stair 1 48 1434 181 30 9 Foyer 131 1597 441 33 21 M bath 110 409 6 8 0 CL 17 0 0 0 0 M BED 351 2041 2157 42 101 Breakfast 83 2009 1799 41 84 Dining 209 3556 1085 73 51 Laundry 23 26 460 1 22 Pant 19 0 0 0 0 Mud 48 371 79 8 4 Kitchen 157 247 1631 5 77 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsmf� 2019-Jan-0716.49:57 At, ,wraa!R—un.:�P-s Right-Suite®Universal 2018 18 0 32 RSU20066 Page 1 zdk...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W Greatroom 233 4593 3831 95 180 Bath 3 72 577 291 12 14 Bed 3 207 2940 1852 61 87 Loft 141 1185 595 24 28 Entire House 3776 33244 17050 685 800 Other equip loads 4313 595 Equip.@ 0.88 RSM 15528 Latent cooling 3131 TOTALS 3776 37557 18659 685 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2019-Jan-07 16:49:57 .b,,.,� ,,a,,,0-,,;;,, Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 'lt�i{rt1...Rlmor Model C MAN JSD\Rlmor Model C MAN JSD_rup Calc=MJ8 Front Door faces, W Pro ect Summa Job: wriglitso_ft° � � Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.bdelfino@eneigytestingservices.com Project • • For: 18 Millstone Lane, Cutchogue, NY 11935 Notes: Designinformation 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 33244 Btuh Structure 17050 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(68 cfm) 4313 Btuh Central vent(68 cfm) 595 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37557 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 15528 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa/1179 cfm Structure 1735 Btuh Ducts 0 Btuh Central vent 08 cfm) 1396 Btuh Heating Cooling Outside air Area(ft?) 3776 3776 Equipment latent load 3131 Btuh Volume(ft3) 23582 23582 Air changes/hour 0.32 0.14 Equipment Total Load(Sen+Lat) 18659 Btuh Equiv.AVF(cfm) 124 55 Req.total capacity at 0.70 SHR 1.8 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 40823 Btuh Sensible cooling 16800 Btuh Heating output 37557 Btuh Latent cooling 7200 Btuh Temperature rise 50 OF Total cooling 24000 Btuh Actual air flow 685 cfm Actual air flow 800 cfm Air flow factor 0.021 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFittsoft® 2019-Jan-0716:49:57 Right Swte®Universal 201818.0.32 RSU20066 Page 1 Ca..Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 1 191 cfm 91 cfm adiab 0 Bsr Sup Riser 0" Make up air 70CFM Skuttle Model 2161 Job#: Energy Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LL... Page 1 1648-A Locust Ave Right-Suitea@ Universal 2018 18 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716:5120 rb.delfino@energytestingservices.com AN JSD1RimorModel C MAN JSDr... N Level 2 K101 cfm Fm=Breakfast 121 cfm 8216 cfm Greatroom Kitcgen 23 0" 12'-92 cfm M BED adiab Pant Laura*cfm Dining 9%88 cfm �1 cfm Mud 8,9, M tath 10 cfm c m er 0" V39 cfm Stair 1 L35 cfrr Foyer 128 c%qth 2 Broan Exhaust 4'0" Model L150 70 garage CFM Energy Star Contnous User Timer Bed 2 L89 cfm 4 1 Job#: Energy Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LL... Paget 1648-A Locust Ave Right-Suite@ Universal 2018 18 Millstone Lane Bohemia,NY 11716 18.0.32RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019Jan-0716:5121 rb.delfino@energytestingservices.com ..AN JSDIRimor Model C MAN JSD.r... N Level 3 34 cfm L ft Bath 3 adiab 2 Sup Riser 1 cfm 8' stair 2 7129 L3 ]" " cfm Job#: Energy Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LL... Page 3 1648-A Locust Ave Right-Suite®Universal 2018 18 Millstone Lane Bohemia,NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716.5121 rb.deifino@energytestingservices.com ..AN JSD\RimorModel C MAN JSD.r... Duct System Summary Job: ' wrightsoft° Date: Jan 07,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648•A Locust Ave,Bohemia,NY 11716 Phone.631-2442627 Email rb.delfino@energytestingservices.com Project • • For: 18 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0 in H2O 0 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0 in H2O 0 in H2O Supply/return available pressure 0.000/0.000 in H2O 0.000/0.000 in H2O Lowest friction rate 0 in/100ft 0 in/100ft Actual air flow 685 cfm 800 cfm Total effective length(TEL) 433 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Ban,2 h 272 28 15 0 0 Ox 0 MtFx 19.8 140.0 st5 Bath 3 c 291 14 16 0 0 16x 0 ShMt 30.8 115.0 st4 Bed 2 c 1582 84 89 0 0 Ox 0 MtFx 23.8 130.0 st5 Bed 3-A c 1852 73 104 0 0 Ox 0 MtFx 38.8 225.0 st4 Breakfast c 1799 50 101 0 0 OX 0 MtFx 37.5 170.0 st1 B Bsmnt h 790 191 44 0 0 Ox 0 MtFx 36.0 150.0 st1A Dining h 1085 88 61 0 0 Ox 0 MtFx 19.0 160.0 st1 Foyer h 441 39 25 0 0 Ox 0 MtFx 7.8 95.0 Greatroom c 3831 113 216 0 0 Ox 0 MtFx 37.0 130.0 st1 kitchen c 1631 6 92 0 0 Ox 0 MtFx 24.5 140.0 st1 Laundry c 460 1 26 0 0 Ox 0 MtFx 16.5 150.0 st1 Loft c 595 29 34 0 0 Ox 0 ShMt 29.8 210.0 st4 M BED c 2157 50 121 0 0 Ox 0 MtFx 48.0 160.0 st1A M bath h 6 10 0 0 0 Ox 0 MtFx 21.8 165.0 st1 Mud h 79 9 4 0 0 Ox 0 MtFx 10.0 175.0 st1 Stair 1 h 181 35 10 0 0 Ox 0 MtFx 5.8 150.0 sty -F�1-wrightsoft- 2019-lan-0716:49.57 RightSwte®Universal 201818 0.32 RSU2W66 Page 1 +�...Rimor Model C MAN JSD%Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces: W • Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 116 154 0 0 0 0 x 0 MetlFlx st1 Peak AVF 519 666 0 0 0 16 x 0 ShtMetl st5 Peak AVF 147 115 0 0 0 16 x 0 ShtMetl st113 Peak AVF 50 101 0 0 0 16 x 0 ShtMetl st1A st1A Peak AVF 291 267 0 0 0 16 x 0 ShtMetl st1 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 0x0 191 44 144.3 0 0 0 Ox 0 MtFx rt1A rb2 0x0 630 916 168.8 0 0 0 Ox 0 MtFx rtl- Return Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl +'wright5oft® 2019-Jan-0716:49.57 Right-Swte®Universal 2018 18.0.32 RSU20066 Page 2 ACCP. Rimor Model C MAN JSD%Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces' W OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex s®&�.' P.O.Box 1179 54375 State Route 25 ��® Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) ' Southold,NY Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 16, 2019 JUL 3 0 2019 Mr. Henry Alia Rimor Development LLCJ P.O. Box 908 � ' n�T Cutchogue, NY 11935 Re , Site Plan Inspection for Certificates of Occupancy Units 9 through 12 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# 9— 12 of the above- referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on July 12, 2019. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these four(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. t 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 James Richter, Stormwater Manager APPLICANT: S.C.T.M.` 1000 CHAPTER 236 (Property Owner,Design Profeumnal,Agent.Contractor,Other) �.- OSUt7�,�"� toiz 33e11 STORMWATER FINAL, NAME- � ��F3 Section Block Lot Date. �q }�� INSPECTION REPORT FORM Swim. COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO DE COMPLETED YE NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls _ b. Limits of Clearing& Area of Proposed Land Disturbance. �;( �^ A ES'i"—�'D[N l c. Condition of Stockpiled Soils. r d. Verification of Size&Depth of Leaching Pools. ;f e. Verification of Drain Pipe Installation/Concrete Parging. � C ¢t1'11 W F} R. A11 uO& 05 if0 (T F. Driveway Installation within the Town ROW-Highway Specifications = J.=_ g. Final Site Grading-Effect on Adjacent Property �li __g « p� � �, — h. Inspection of Gutter& Leader System-Drainage PipingII'( ^° _ i. Instalation of proposed Swimming Pool and discharge ring, iC U�6�� ED G j. Inspection of Construction Entrance/Staging Areas. k. Location-of Rro22sed concrete washout area(s). �' 1=J`�_ �f �► O 1'inai lnsoection Ctepntt niu�i be cdmoictecl'nrior to i�uiiice of t:ettificair ui+Jrcuyan:v The applicant has three npiwns fur ceiiii!i aticsn etf drauiaez installations . >k OPTION*-. 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION`:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION`:3: Site inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. R OPTION*-. I. OPTION':2. I Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location 3 Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES TOS Review NOTES: as ** *FOR ENGINEERI gEPAR'I N"l USE ONLY" Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By — — — — — — — — — — — — — — — — — — — — — — — . t Stormwater Management Plan Installation has been Date: p inspection Completed& Approved by the Engineering Department. FORM * SWCP nspection Report Form-TOS October 2014 AMOVAI- f6F, A 6L OtM I • � • • • • 1 ©�� 1 , 'J 'FOUNDATION (2ND) ms I M J , PLUMBING 1 FA LI INSULATIONC (© Ipn ��il'f Irl STATE ENERGY CODE �,'j�Apffj �17:' MRANW,&M, r� - '. _ r+►; i !!AA ' iLl. Vii' ►r!f.:T(_�'��.�� a� 1 �.-. � . ' . , � °' ADDITIONAL • M i. I _ MEAN- 17, 7 ;.. • 9W ER M G ! �• � / TO TOWN OF SO TTHOLD_ _'_ _ - BUILDO =PERMIT)'ApPBiCW'TI014I CHECKLIST -BUILDING DEPARTMENT _._i.v_a j:=-Bo,yauhave`;or need the followinOil kpfore•applying? TOWN HALL 'z Board of Health s SOUTAO -D,N1971.--: ' _ 4 sets of Building Plans- Y-1 . TEL: (631)765-1802 'Planning Board approval ' FAX: (631)765-9502 Survey_ Southoldtownny.gov, =" PRIITN_ O: `` r Check Septic Form NX.S-JJ:E.C. Trustees = - C.G.Application Flood Permit Examined_ 1,�, ,204 ,__Single&Separate Truss Identification Form ` Stone-Water ssessment Form" Contact: /�(f2�1�' YeLD�/tleV7ruC Mail to` Approved_ _ ,20_ Disapproved a/c — - Phone: 4 Expiration 20,;6 6 D -R91 (5 GVR B 'n pector ; AF�LI -FOR--BU—U,_ DING P RMIT SEP 1 7 2018 - - _ -- Date 1� -_. _ _ 20 . BI Dim-DEPT. -INSTRUCTIONS .a.T,ER p�li�tior �V i'§T-Jdncompletely flled in:bp-typewriter or iri ink and submitted.to th Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according'to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship=to adjoining premises or public streets-or areas,and waterways. c.The work covered by this,applicatiori may.,notbe-commericed before issuanceof Building,Permit-, " d. Upon approval of this-application,the Building.Inspector will issue a Building Permit to the applicant.Such-a permit shall be kept on the-premises availablefor inspection.throughoutthe.work. e.No building shall be occupiedtor.,used in;whole or in part for any purpose what so ever until the Building inspector - issues,a Certificate oaf`Occupancy._ " f'Everybuilding permit slia(I,expire if thew`vor=k authorized has not commenced within 12,months after the,date of ¢issuance`oc=has-notjbeei►completed v►diihiml$Fritontns-from-such date.I-f no-zoning-igena-hr eats Qr other regulations affecting the have been enacted in the'interim the:Buildin-,Ins ecfor ma auMib i;>m v<�ilin �Ce`6- ension of the permit for an property, }- b- P Y g addition six months.Thereafter,a new permit shall be required. APPLICATION IS`HERF_BY`MAD&to-the Building•Drepartintht for- a jssuance of-a Building Permit pursuant to the Building Zone Ordinance of the Town'-.of_-Southold,Suffolk County,New-Yorki and:bther applicable Laws,Ordinances-or Regulations;for the construction of buildings;additions,or alterations or:for_removal-or,demolition as herein�described.The applicant agrees to comply with all applicable,aws,ordinances,building.code,"housing codei.and.regwations,,andto_ admit authorized inspectors on premises and in building for necessary inspections. (Signatureof applicant or-narhe,if a corporation) -(Mailing address of ap licant) State whether applicant is owner; lessee,`agent;architect,engineer, general-contractor,electrician,plumber-or builder Name of owner of premises Ite�O{/ �• �® u, (As on:the.tax roll or latest died)F ;: u If applicant is a corpor i n,signatur o duly a th zed offic r , (Name and title of corp ate,offcer) Builders License No_ Plumbers License No. 4 ~,y Electricians-License No: _ Other Trade's License No. _ 1. Loion land on hich proposed work will be done: House Number Street Hamlet County Tax Map No.,1:000- Section A � Block - " Loc" ,, a Subdivision ALw4vf40 P Filed Map No. T Lot Ll I (601400) 2. State existing use and occupancy of premises and intended use and occupancy of-proposed construction: a.- Existing use and occupancy b. Intended use and occupancy 3. Nature offwork(check which applicable):New Buildingy Addition _Alteration Repair Removal Demolition Other Work qq' (Description) 4. Estimated,Cost `t1 3 �� (� Fee J (To be paid on filing this application) 5. If dwelling, number of dwelling units f Number of dwelling units on each floor if garage, number of cars C°a i - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of ekisiing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear _ Depth Height Number ofiStoiiT F , 11 2 �r 8. Dimensions of entire newt construction: Front Rear Depth FI i Height 2g , Number of Stories_ e "`° f>> ° P 9. Size of lot: Front t Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning laxv,'ordinance or regulation?YES NO 13. Will lot be re-graded? YES -NO Will excess fill be removed from premises? YES NO t@r,wg✓Dap p.®-. � qa"� , 14. Names of Owner of premises Lr✓C, Address W Phone No. 478 Name of Architect �('_14 Address -TS-e44 � t4 Phone No 6 Name ofContractor $ _ dry - Address Phone No. �/- 16,a. Is this property within 100 feet of a tidal wetland ora freshwater-wetland? *YES NO, x IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BEvEgWRED. b. is this property within 300 feet of a tidal wetland? * YES NO x IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide-survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any,point on property is at 10,feet or below,must provide topographical _-ta on survey. 18. Are there any covenants and restrictions with respect to tPC ioperty? '� YES \t0 IF'YES,,PROVIDE A COPY. ph �` �,2 ( �.� _ STATE OF NEW YORK) SS:, - COUNTY OF being duly sworn,deposes,and says_ that(s)he is the applicant (Name of individual,sign a-contract)above named, �� UodCNe,�f (S)He is the Notary Public,��;8nim 505O York •' (Contrac r,Agent, Corporate Officffus,j in Suffolk county Commission ExQires April K �` of said owner-or owners,and is duly authorized to perform or have performed the said work and to make and file this application: that all statements contained in this application are true to the best of his knowledge a belief;_and that the work will be_ performed in the manner set forth'in the application-filed thereti:�ith. • Sworn to before me tr• - of� 20� t Notary Public ~'' bSigVa� e oAp'pl' nt OFFICE LOCATION: ? _ MAILING ADDRESS: Town Hall AnnexQ� S(}(JT P.O. Box 1179 54375 State Route 25 Southold,NY 11971 A. �O (cor.Main Rd. &Youngs Ave.) ;>wr Southold,NY '; 4;;=1 $ Telephone: 631765-1938 "A sg www.southoldtovmny.gov r PLANNING BOARD OFFICE May 9, 2018 TOWN OF SOUTHOLD Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Residential Site Plan for The Heritage @ Cutchogue, aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: As discussed at their Work Session on May 7, 2018, the Planning Board has approved the minor changes to the architecture of the Model C unit as shown on the plans submitted. The Board requested that some attempt be made to have the dormers not j extend pass the ridge line, however they did not condition their approval on this change being done. A memo noting this approval has been sent to the Building Department. The Board also approved the minor increase in the size of the back patio of the community center, as well as the additional plantings, with the condition that the irrigation water limit is not exceeded. Please submit three copies of the new patio design for the community center to the Planning Department at your earliest convenience. Please also submit a cover letter that details the differences between the patio that was approved, and the new plan. It was the Board's understanding at the Work Session that the increase in the patio size was approximately 700 square feet, and the Board determined that this increase was insignificant as it did not cause the open space preserved to fall below the 50% required. The site is 45.99 acres. The original amount of open space provided was 23.037 acres and after the patio expansion, it will be 23.02 acres. The Board also discussed the complaints they have received regarding dust from the site entering the homes of neighbors. You agreed to increase the amount of watering of the site to reduce the potential for fugitive dust. You also agreed to send an interim report of the results of on-site air monitoring that has been conducted to date as Southold Town Planning Board Page 2 May 9, 2018 required in the Community Air Monitoring Plan. Please also include a summary of efforts to date to reduce dust including number of water trucks, amount of water used, protocol followed for watering and any other information that illustrates what has been, and is being done to control the dust. Another complaint received was that construction activities were beginning before 7am. Please ensure that construction activities, including lumber deliveries, do not begin before 7am. Please feel free to contact the Planning office with any questions. Sincerely, n - /L-A James Rich, III Vice Chairman OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��o� soUjyo P.O.Box 1179 54375 State Route 25 hQ �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 c/n ,c www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD July. 3, 2018 Mr. Henry Alia Rimor Development LLC P.O. Box 908 . Cutchogue, NY 11935 Re: Architectural Changes— Residential Site Plan for The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue SCTM#1000-102-1-33.3 Dear Mr. Alia: The Planning Board reviewed your request to replace units 15 and 16, designated on the site plan as Type C units, with Type B units. They have approved this change because the footprints are similar and the net number of C and B units will not change (4 Type C units and 72 Type B units were approved on the site plan). They have also approved that the four Type C units may be located anywhere that a B unit is designated, so long as no more than four C units total are constructed. Please contact this office with any questions. Sincerely, ---Z Heather Lanza, AICP Town Planning Director cc: Amanda Nunemaker, Building Permits Examiner D �� DC g1SfFM ILDING DEPARTMENT- Electrical Inspector Cp JAN 1 1 2019 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 °DUTr7-1�a� _ Southold, New York 11971-0959 o OF SOUT"Os`f elephone (631) 765-1802 - FAX (631) 765-9502 roger.richertta.town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - e Date: 1 .1 - 1 -?- - Company Name: �t 'i�, 1r,- Name: License No.: 1 po H email: ® 10 Address: _ ,® ox t' .e- Hy /1 Phone No.. JOB SITE INFORMATION: (All Informatiioo' Required) Name: Address: r In S' (,(I✓11�� Cross Street: D°V n Phone No.: (4630 4a 7 a Bldg.Permit#: L4 � n-(P3 email: Tax Map District: 1000 Section: /Ooh ® I Block: 1, 00 Lot:11 (� .BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: Y / NO Rough In Final 'Do you need a Temp Certificate?: /YEV NO Issued On Temp Information: (All information re uired) S 1 Ph 3 Ph Size: /50 A # Meters Old Meter# New Servi - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Lateral 1 2 H Frame Pole Work done on Service? Y N Additional Information: 07 �� \ PAYMENT DUE WITH APPLICATION 61 Cpm Request for Inspection FormAs �� Town Hall Annex Telephone(631)'765-1802 54375 Main Road ? '; 4u P, ,•, s " ;'" Fax(631)1,765-9502 P. O. Bax 1179 Southold, NY 11971-0959 J. 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T• ' et�R+„5�c,'c�+y aa§ t.�,�`�r, "q.a• ,vl'y 'S hs. 4] 1. a'°!yg,Yp hi,L R7 <R ;yam...,=�`�N: � 0.O =��`��• NG F'►h't tiHALL Ut TD-- t.rr. WfArl ,H 3LVrr- yr vio AS FOLLOW UNLESS OTHERWISE NOTED: • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED :ONNECTIONS TO BE 4" DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. 0 BE MINIMUM 6"" DR-18 PVC OR CAST IRON WITH A ' BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1 TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT SL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. ER SERVICE CONNECTIONS TO BE 1". ° COVER: ALL WATER MAINS SHALL BE COVERED TO A MINIMUM DEPTH OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT ► MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. ' SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED '0 ALL DRA'S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING qD WATER/DRAINAGE LINES. PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: SERVICES TO BE INSTALLED BY PSE&G AND TESTING: ALL S OF INSTALLED PIPE JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC URE AND LEAKAGE RE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET PRESSPRESSURE TESTED AND LEAKAGE ETESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN iER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE; WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, . CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER vfET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF qES TO MAINTAIN ALL REQUIRED VERTICAL HEALTH SERVICES. GENERALLY, A BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1000 LINEAR FEET OF WATER MAIN OR PORTION THEREOF. 3E INSTALLED UNDERGROUND. Habitable Garage Area Total SF arvest Pointe at Unit Numbers Area (SF) (SF) ( ) 77-124 1,999 486 2,485 Cutch 0m e 1 1,3,8,10,12,141 21,23,26,27,29, Cutchogue, New York (31,33,36,39,41,45 1,599 363 1.862 Town of Southold x'6,47,49,50,52,54, '6, 58, 59,68, 72, 76 No. Revision; Date. Appvd. i 13 TOWN/SCDHS REVISIONS 7/28/17 AVL 3,I j• 2,5,6,9,11,13, 12 TOWN REVISIONS 6/14/17 AVL 19,20,22,24, 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 40,42,44,48,51,53, 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL 97,6.0,62,64,66,70, 73;74,75 _`--- -- -- -- — - - ___- 9•— -TQWN A£VISIONS--- - -- _ — _�_ AVL - - 8 SCDH REVISIONS 3/9/17 AVL 4,7,34,37,43,55, .�K,, � " kt`� �._`,,"tic �a''by<" 1 979 ost a`bxu�: ,,.- - .:,'EYE .;rx :- 1 599 g y= r , 5 ,,:.w ; .; 5 ., , 380 "' ^`,�K c� �"�?;<v k�#� `.�-"-•`•�^`•-..,r,=i-sf.^r•"•t;�t:'r''S;?:(Xx�'iti!- x.'Sx�^ �k N%t•y��3, i �1c-, ;61,63,65,67,69,71 n r Issued for Date 15,16,17,18 1,999 , 408 2,407 July 10, 2015 s N/A 6,188 N/A 6,188 SCTIMa 1000�102-®1®33.3 r D SC®HS A roval ® ° t 5 L4AT NW OEPARTYI e a ®E H SERVICEq APPRI�V �OP �3STRUCMON Ton A lZ/v. j`� ids nE F-1mo. Drawing Number tiMUM OE BEDROOMSNGCm4o 1of E YEARS ®ATS OF APPROVAL �� o v O 1 4 '0 :1r_ � ;.. n I Sheet of d J A9OFE5SION� Project Number 29305.00 SC®HS Reference # C10-06-0013 w NOTES. THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, • PLANTING AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 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 OF A LICENSED 441 PROFESSIONAL ENGINEER OR LAND SURVEYOR.TO ALTER AN ITEM IN ANYWAY IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED.THE I i 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 CT ALTERATION.AND A SPECIFIC DESCRIPTION OF THE ALTERATION V co I COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED U SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY tO I NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS vj I OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE '�• G: CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, Q SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES O ' 521 65 46 1 j 1, COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS iy- •6' •S' RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING. f 4.1. O 62, 1511 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN S 1 O _ N N N PERMISSION OF THE SURVEYOR Q Cir! �Q°S9, b, N 0.1' THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL `��/// O 32n q1 ofMUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER `J Q' if� JZ M PURPOSE O O d CO. `f ss' 2.1' Z Z 10.0' Az // O O 29 cd. co ` Z h V ��`\ v �, S,4°5833•, 4.0, ^ J�44 \2•0, 4324 h ``° 44.a CV 4 3.0, AA da47(A NO O 651 '6, 50, o Q� 0 10 , [6c 90' h 173, v1 /ry Sry'6^ p'`N 5' ?' v - QT 151' N �e D NOV 2 7 2018 w >,o S 65°26'53" E U �r TOWN OF SOUTaCy D 49.54' M R=275.00' a, I u) L=77.85' 167.99' (ACTUAL) N 11-08-2018 FOUNDATION LOCATION 2= N I W S52°55'20"W FOUNDATION AS-CONSTRUCTED SURVEY FOR �y o UNITS 9-10 UNIT DESIGNATION MAP OF m�m o C HARVEST POINTE CONDOMINIUM 1 N Ln o I FILE NO.:471 FILED January 09, 2018 N_ c M TOWN OF SITUATED AT S 40052'38" E m ` m co CUTCHOGUE LL SOUTHOLD ®F NEM TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 25.43' I F.4. �AVIQ A� S.0 T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 9&10 S52055'20°W I �� ° - NELSON & POPE 19.37 �— — — — — e`a I ENGINEERS & SURVEYORS I 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 Z I j PHONE(631)427-5665 FAX(631)427-5620 L SCHOOL HOUSE LANE _._ _ __• _.._ U_ IllWWW.NELSONPOPE.COM R �� n' •05023 � INDIVIDUALSURVEYS 0 (n f � DRAWN BY: NP CADD No.: 00026_1 SCALE: C A N D V CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 'I 1"=30' DATE: 04-2048 PROJECTNO.: 00026 1 I JI NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS.POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM 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 QBOx SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY m OC,BO NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS U p w3V x CONC.W K OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED AL & Co PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE QO w S(,q�� CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, I U.�[V L+ SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 4- 65 4461)(7, OTHER THAN VISIBLE PERMANENT STRUCTURES /�, J v O E vV ,�C/ Q QT �/^ ;P6, t0' 171, COPYRIGHTp NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS Q� Q�UQ: �TONF ¢r, lb- s' O •S'sOA/�ljN/T RECORDING OR BRESERVED NO YRANOY OTHIS DRAWING MAYBE REPRODUCED BY ER MEANS,OR STORED,PROCESSED OROTRAN MITITfED �0 �o 00 `Sci � °S932q �e ROFR ��`\` /�O N ,ry �O �J� PERMISSION OF THE URVEYOR40 IN OR BY ANY COMPUTER OR TMERSYSTEMWITHOUTTHEPRIORWRITTEN � �' 3,66' A i �-Z so, o Oy v ' Vo, ry' 2' OQ /4U 0 14- 40 4324.0 o 0' c� l �0 c 20, Or 4r rb cv03 WF 3 CT 2 1 2019 co ry�'RLC - cli O ry0 O.W 4SS' 's J 5.0, :i3`', 7 far �.b' CON h j 3 N NCID 4U 4U I.1. .. i v w�41f- s�OTE ss, s zco V ®F I!!Eiq� O UO O U ASD UN/T aO40 �,<Q� DAV fD p O� ft to colp Q S 65026'53" E Q I o C A N C �e,! 49.54' M R=275.00' I / L=77.85' 167.99' (ACTUAL) co 11-08-2018 FOUNDATION LOCATION O r-- „ FINAL SURVEY FOR y W I W S52°55 20 W 0417-2019 FINAL SURVEY z A o I UNITS 9-10 UNIT DESIGNATION MAP OF Lo0 o I �* ! HARVEST POINTE CONDOMINIUM 1 OD (o- L6 o I FILE NO.:471 FILED January 09, 2018 N y0) I SITUATED AT I S 40052'38" E m �' � CUTCHOGUE SOUTHOLD TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK M TOWN OF 25.43' � I S C T M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 9&10 s52055'20°w I 19.37' NELSON & POPE SII-- - - --L— - - ENGINEERS & SURVEYORS U' 1.- 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 9 W - p— PHONE(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM L'-' SCHOOL HOUSE LANE DRAWN BY: NP CADD No.:INDIVIDUALS00026 I Boots I SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: I OF 1 DATE: 04-20-18 PROJECT NO.: 00026 1"=30' ,�1 NOTES: NTT- / THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE 4T h•^ j 171, PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE ---ffff 3 iy� 6' .$• NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, / 41. n/ty 62, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION of / \ N c\1 1- IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, , p ^ PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A UCENSD U, /^ 2 PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN REM IN ANY WAY.IF ® ,7 U / J� $o10 VO O AN ITEM BEARING THE SEAL OF AN ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE NGINEER OR LAND SURVEYOR ITEM S SEAL AND DE V /j%tL ?'1' C7 / .�� .2.9,^ O THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH �C ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION �� ry COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED (v SEAL OR EMBOSSEDSEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS '� ��/ J ,� O �Q4/ OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CER -40, °I \\� Q' y°I = S��,�C UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED O Q1' AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE J j, N �7 J= ^ Qy Q ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN Cli \ F OPLAN DATED 721/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED G .4 3 O °. �N O� TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP % G 6$' Z6' $0, 1a V� CONSULTWITH THEAPPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR f V FURTHER DESIGN G O O 10 /% s'• �` Q- 1 `?' N N ^ GO 9"SS � PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE / �'l11'�T� (:,46(, ,�, $$ 6,2 �pFOR 3$ j-, ��' CONDITIONS IFANY,INCLUDING BUTNOT LIMITED TO WETLANDS,WATERCOURSES, / tL CFR !7j<(/ �'prj SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS p OTHER THAN VISIBLE PERMANENT STRUCTURES E,ENGINEERS AND SURVEYORS ALLRIGHTS `q)q� NO�S(/REETF y/ ti RESERVEDCOPYRIGHT©O PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, / RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED /qtr �eOF�'Lj „ 5r4J 1,f. / IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN / 'QOFR N lb* 716, y PERMISSION OF THE SURVEYOR cb O�C / � ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT % � \ (V64• 'N/T 41 y o`'oo SHOWN_ 4z� ALL SANITARY PIPING 4"SDR-35,TYPICAL 4i,4c, 10 ILL- . U�/,� Iy% /8' ?°, 00 7 S t . Ui \/.( �n0 C G 20� O V /�Q I k-,kp- Zr T / v� Q (V 3° ^o `ti Q�tt,� y 4 SANITARY SYSTEM AS-BUILT TABLE S JUL 3 0 2019 �o�F�\O 4°'\\ �� p9• 24• STRUCTURE NAME TIE A TIE B h UNITS#7,8,9 h� QQ"��, Sy, ti� �,� � rti OHO y �ry' ST-1 34.4' 71.6' n•W 0�� 6 �o / ��OF N&V v ST-2 37.3' 79.1' e % sFRG�cT� 4• ,6h J a° y �r �-jgAVID,o ,p LP 41.6' co Ozu lb ry M T� sd• ry y _` SUFFOLK t^t/NTV 5 .PAA iJE,'\r-OF HEALTH� � t�a O Q 2` ,y3s 0 O �L.P.tvZt�;lt' " ' rl�r, ,VLiCTE®V1►®F:➢CSFO� F*gco, GNiT 3��sT-1o�`1 �y4 61 No 0 i3 JL 4__ Gl ALL L.r',:L' RESIDENCE NCE so RFT ST-2 0� � �Jv P0846 A i l 2�1 a RF F s.T �4,• A I�!D 1-I.S. Ref.p-�. 03 14 �D®� d�d" The SeYvace-&apjsal a,,1 °h2iEf s, at his i aN �`v 0}¢ �19 LFj3tY fr2ctliGes C:ai7;fd UfBVL'be6P9 ¢ :� tr�sp-cted andc:cc fts e0 6 = n= ;; Y Ells Dspafem Of 0�,�18e'v1fJt'TIG�BS and f03tstd O `Q� 0426-2018 FOUNDATION LOCATION 'rn a bssssSfactolyFOR As�- esu O c SANITARY AS-CONSTRUCTED PLA+N FORS SEDROOUS, 01-11-2019 FINAL SURVEY - _L 1'`g,, T= s r =�v 01-12-2019 SANITARY AS-BUILT UNITS 7-9 UNIT DESGNATION MAP O � � o -11-2019REVISED SANITARY HARVEST POINTE CONDOMINIUM 1 Craig Knepper, Palk' Chief n 03 AS-BUILT AS PER FILE NO.:471 FILED January 09, 2018 S.0 H D.DATED 03-07-19 SITUATED AT Office Of 1IVa;t Wa$eP Mann ement CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK • S C.T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 7,8$9 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S NELSON & POPE UNIT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA I, ENGINEERS & SURVEYORS 7 R10-17-0061 1,599 S.F. 380 S.F. 1,979 S.F. -� _ 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 8 R10-17-0062 1,599 S.F. 363 S.F. 1,962 S.F. L\---- �� PHONE(631)427-5665 FAX(631)4272620 WWW.NELSONPOPE.COM 9 R10-17-0063 1,599 S.F. 363 S.F. 1,962 S.F. DRAWN BY: NP CADDNo.:INDIVIDUALSURVEYS 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 ' DATE: 04-2048 PROJECT NO.: 0007s I"=30' , T APPROVED AS NOTED Blower door DATE: B.P.'t 3UC�� and ductwork FEE: BY: testing required. .NOTIFY .BUILDING DEPARTMENT AT 765-1802. 8-AM TO 4 PM FOR-THE FOLLOWING INSPECTIONS: _ DO NC1;- -",. ,;FAD WITH 1JOUNDATIOid - TWO REQUIRED FR�1ju;;ieU UNTIL SURVEY FOR POURED CONCRETE OF FOUNDATION LOCATION Must provide Manuals 2: ROUGH;- FRAMING & PLUMBING HAS BEEN APPROVED. D, J and S as per 3. INSULATION 4. FINAL - CONSTRUCTION MUST NYS Energy Code BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR PLUMBER CER TIFICA7r�. DESIGN OR CONSTRUCTION ERRORS. ON LEAD CONTENT BEFOI CERTIFICATE OF OCCUPAN_ COMPLY WITH ALL CODES OF SOLDER USED IN WATER NEW YORK STATE & TOWN CODES SUPPLY SYSTEM CANNOT AS REQUIRED AND CONDITIONS OF EXCEED 2110 OF 1% LEAD. S09HOLD TOWN PLANNING BOARD P -U �a FALL'PLUMBING WAS r`A'WATER LINES IEEE; N.Y INC B:EFQRE COVERING ELECTRICAL TRUSS PLACARDING REAUIRED INSPECTION REQUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE. Fire separation OF OCCUPANCY required as per NYS Code All exterior lighting DRAINAGE INSPECTIONS ARE REQUIRED installed,replaced or Contact TOS Engineering at 765.1560 before repaired shall conform Backfill,OR Provide Engineer's Certification to Chapter 172 that the drainage has been installed to Code. of the Town Code \ \, -//'(L 0 F CE P E C R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor-ceiling assembly, draftstops TABLE R405.1 � 2017 YORK STATE U IFOR CODE Section R316 Fom Plastic Pro ernes of Soil Classified Accordin 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 p g to the Unified Soil Classification System F- 2017 NEW YORK STATE CODE SUPPLEMENT (PUBLISHED JULY 2017, EFFECTIVE OCTOBER 31, 2017) approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 1 2017 NEVI YORK STATE ENERGY CONSERVATK)N CONSTRUCTION CODE floor-ceilin assemblies under the followin circumstances: 4316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall UNIFIED SOIL VOLUME W : 9 9 SOIL CLASSIFICATION SOIL DESCRIPTION DRAINAGE FROST HEAVE CHANGE 1�Z E 2017 NES► YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECOC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP srsrEM POTENTIAL � o CHARACTERISTICS POTENTIAL U that the end use will comply with the requirements. SYMBOL EXPANSION � 2016, EFFECTIVE OCTOBER 31, 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam lastic shall be se arated from the interior of a buildin b an a roved thermal Gw WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, U 10 ai P P 9 Y PP GOOD LOW LOW # R 2016 NYSRC (2015 IRC 2ND PRINTING) LITTLE OR NO FlNES � �"` barrier of not less than '� inch gypsum wallboard. (� � GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 0 C) U 2016 NYSEC (2016 (ECC 2ND PRINTING) 4302.13 Fre protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE OR No FlNES coop Low Low TITLE 19 NYCRR PARTS 1220 THROUGH 1228, 1240, 1264 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, Z � 0 1. Attic access is required by Section 4807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW O SECTION 4101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. LITTLE OR No FlNES i o 0) s SP POORLY GRADED SANDS, OR GRAVELLY SANDS, 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. GOOD LOW LOW F- rwmrl .� - ;' 3. The foam plastic insulation has been tested in accordance with Section 4316.6 or the foam plastic insulation is protected against ignition using 3/s L.rrrLE OR NO FlNES U m 4101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, inch gypsum board. GM SILTY GRAVELS, GRAVEL SAND SILT MIXTURES MEDIUM LOW D 0 >oN Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without SM SILTY SAND, SAND SILT MIXTURES coop MEDIUM Low I- = rn N } replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two family dwellings and townhouses not more Light, Ventilation and Heating the thermal barrier specified in Section 4316.4 subject to all of the following: _ _ ,) mz _ GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW z V d - than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable roms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such roams. 1. The thickness of the foam plastic shall be not more than 3Y inch. se CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low Z >_ � ; c M plane in height. Exceptions: 2. The density of the foam plastic shall be in the range of 0.5 and 2.0 pounds per cubic foot. Q w co ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U ca m of the footin to the to of the wall unless 1. The glazed areas need not be operable where the opening is not required by Section 4310 and awhole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in SILTY OR CLAYEY FlND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH Low o0 7 m 4105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the botto g P installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 SLIGHT PLASTICITY ❑ U M eo supporting a surcharge. 2. The glazed areas need not be installed in roms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, illumination of 6 footcandles 65 lux over the area of the room at a hei ht of 30 inches above the floor level. GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM 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 ( ) 9 Section 4317 Protection of Wood and Wod-Based Products Against Decay CLAYS TO Low 5 r an ins ection of such construction after lathin or sum board or sum anel roducts are in lace but before an laster 4303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways 4317 AII sills and plates on exterior foundation wall to be pressure preservatively treated. 0 2 building official shall requi e p 9 9YP 9YP P P P Y P providing access to a basement from the outdor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood irders: wood irders seated in exterior foundation walls to have min. 1 2 inch airs ce all sides or ends wra d with aluminum 11 is applied, or before board or panel joints and fasteners are taped and finished. 9 9 / pa ppe 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 4305 R317.1 Location re uired. Protection of wood and wood-based roducts from deco shall be rovided in the followin locations b the use of natural) durable a minimum of 4 inches where mason veneer is used and a minimum of 6 inches elsewhere. 4109.1.6.1 Elevation documentation. ff located in a flood hazard area, the documentation of elevations required in Section 4322.1.10 shall be submitted to the building Ceiling Height wood or w od that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. Y R404.1.7 Backfill lacement. Backfill shall not be laced a ainst the wall until the wall has sufficien official prior to the final inspection. P p g t strength and has been anchored to the floor above, or R3051 Minimum height. Minimum ceiling heights of 7'-0" in habitable rooms. Minimum ceiling heights of 6'-8" in bathroms, toilet rooms & laundry rooms. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficiently braced to prevent damage by the back fill where the unbalanced height of fill exceeds 4 feet. R202 Definitions: 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 4405 foundation Drainage contact with reservative treated wood and fire retardant treated woo II t steners and service o enin s. 2. A shower or tub equipped with a showerhead shall have a ceiling height of not less than 6 feet 8 inches above an area of not less than 30 inches b P d Sha be in accordance with this section. The coating weights for zinc coated 4405.1 Concrete or mason foundations. Drains shall be rovide r Continuous Insulation: Insulating material that is continuous across all structural members without thermal bridges other the fa p g Y ry p d a ound concrete or masonry foundations that retain earth and enclose habitable or 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 s ces located below rade. Drains a tiles, ravel or crushed stone drains erforated a or other a roved stems or materials shall be Z 30 inches at the showerhead. O It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1667. pa 9 9 9 P P P PP sY 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 installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. finished floor. Exce tion: A drains e s stem is not re uired where the foundation is installed on well drained ground or sand gravel mixture with soils according 0 Windbome Debris Region: Areas within hurricane-prone regions located within 1 mile of the coastal mean high water line where the ultimate design wind speed P• 9 Y q • 4308.4 Hazardous locations. The locations specified in Sections R308.4.1 through R308.4.7 shall be considered to be specific hazardous locations for the purposes R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. Z) (Vult) is 130 mph or greater. of glazing. that is visible from the street or road fronting the property. Address identification characters shall contrast with their background. Address numbers 0Y R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable anel adjacent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a H R301.1.1 Alternative rovisions. As an alternative to the re uirements in Section R301.1, the followin standards are ermitted subject to the limitations of this code 9 1 9 P P 1 Section 4406 Foundation Waterproofing and Dampprofing 0 P q 9 P 1 bottom ex osed ed a of the lazin is less than 60 inches above the floor. 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 and the limitations therein. Where en ineered desi n is used in conjunction with these standards, the design shall comply with the International Building P 9 9 9 facilitate emer enc res onse. Where access is b means of a rivate road and the buildin addr R406.1 Concrete and masonry foundation dampprofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z 9 9 1 g Y P y p g do cannot be viewed from the public way, a P 9 PP 9 ( ) P 9 ( ) P 1. Where the glazing is within 24 inches of either side of the door in the plane of the dor in a closed position. s aces and floors ;�elow rade shall be dam roofed from the hi her of a the to of the footin or b 6 inches below the to of the basement � Code. 2. Where the lazin Is on a wall a endicular to the lane of the dor in a closed osition and within 24 inches of the hin a side of an in-swin in monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. floor to the finiE`.1 rade usin a bituminous cutin . U 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 9 9 P � P P 9 9 9 9 9 9 door. Section 4321 Elevators R308.4.6 Glazin adjacent to stairs and ram s. Glazin where the bottom ex sed ed a of the lazin Is less than 36 inches above the lane of the adjacent and Platform Lifts 9 1 P 9 Po 9 9 9 � P 1 4406.3.3 Porous FII. The space between the excavation and the foundation wall shall be backfilled with orous fill u to a hei ht of one-half of the backfill) � R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not R 321.1 Elevators. Where provided, passenger elevators, limited use and limited application elevators or private residence elevators shall corn with ASME P P 9 LL walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. pry heio ht and covered with stri s of 30 ound as halt a er or 6 MIL of eth lene to ermit water see a while avoidin Infiltration of fine soils. U J conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only A17.1/CSA B44. 9 P P P P P P Y Y P PaS 9 h- Exceptions: The remainder of excavated area shall be backfilled with the same a of soil as was removed Burin excavation. M demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. tYP 9 0 ` ' J system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Z C) scope of this code. 4408.1 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 Section 4322 Flood Resistant Construction ❑ Section 4310 Emergency Escape and Rescue Openings material. ff this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each comer of 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. 4301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind UNFlNISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND r T 7 RESCUE OPENING PER SECTION R310. E ress window & window well 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'. speed in Table 4301.2(1) as determined from Figure R301.2(4)A ( 9 ) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flod hazard T""'� R310.1 Emergency escape and rescue opening required. Basement shall hove 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. TABLE R301.2 1 opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. 4502.2.2 Blocking and els a oaring. Blocking for fastening panel edges h fixtures shall ra a minimum of utility grade lumber. Subflooring shall be wad ( ) R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood-resistant structural ane) 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 P s as specified in Section 503.2. Fireblocking shall be of any grade lumber. the floor, where the sill height is below grade, it shall be provided with a window well in accordance with Section R310.2.3. buildin or structure in violation of this section. ,.i02.4 Joists under 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. F_"I GROUND Wind Design SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean 9 FLOOD 4310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical lu bi R502.6 The ends of each joist beam or i SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN REQUIRED NT Freezing Annual p m ng and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing J g rder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on TERMITE DECAY HAZARDS inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. a llances and lumbin fixtures• duct stems; and other service a ui ment shall be located at or above the elevation re uired in Section R322.2 or masonry or concrete except where supported by the use of approved joist hangers. O ., LOAD (mph) Effects P W nd bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp pp� p g sy q 'p q ' Region Debris 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. p,.� window in the ful o en osition. Ladders or runs shall have an inside width of not less than 12 inches, shall roject not less than 3 inches from the � w zone y P P 9 P 1 Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct 4502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or 1-joists are rohibited exce t where rmitted b the manufacturer's recommendations or as shown on these U) MODERATE SLIGHT TO 10 1 P P Pe Y 20 130 NO (B) SEVERE 36" Yes x 1500 4310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section 4405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. p TO HEAVY MODERATE Degrees an approved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Design. Wod trusses shall be desi ned in accordance with a roved en ineerin ractice & be re aired b a re istered truss desi n m Exce tion: A drains a 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. 9 PP 9 9 P P P Y 9 9 4301.2.1.4 Exposure category. P� 9 sY q � 9 professional where required by the statues of the jurisdiction in which the project is to be constructed. 1. Exposure B. Urban and suburban areas, woded areas or other terrain with numerous closely spaced obstructions having the size of single family 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 ❑ infiltration of flood waters into the s tem in accordance with the lumbin rovisions of this code. ^ O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 4311.6 Hallways: min. 36" clear width. � P 9 p Section 4506 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 P,311.7 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 4506 - 600 feet from the partially obstructed area. Includes flat open country and grassland. 8311.7.1 Width. Stairways shall be not less than 36 inches in clear width at all points above the permitted handrail height and below the required headrom 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. .1 Concrete slab on grades to be min 3 1/2 inches thick. 4506.2.2 Base. A 4 inch thick base course consistin of clean raded sand rave 3. Ex osure D. Flat unobstructed areas ex osed to wind flowin over o en water for a distance of not less tan 5000 feet. Ex osure D extends downwind 600 Handrails shall not roject more than 4 X inches on either side of the stairwa and the clear width of the stairwa at and below the handrail hei ht R 322.2.2 Enclosed area below design flood elevation. Enclosed areas, including crawl spaces, that are below the design flood elevation shall: g g , g i, crushed stone, crushed concrete or crushed blast-furnace slag passing x 4 P � p 9 P P P 1 Y Y 9 1. Be used solei for arkin of vehicles, buildin access or Stora e a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. f""'1 feet from the unobstructed area. including treads and landings, shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are provided on y P 9 9 9 U 2. Be rovided with flood o enin s that meet the followin criteria and are installed in accordance with Section R322.2.2.1: Exception: A base course is not required where the concrete slab h installed 5. well-drained or sand-gravel miixture soils classified as Group I both sides. P P 9 9 according to the United Soil Classification System in accordance with Table 4405.1. R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported R311.7.2 Headroom. The headroom in stairways shall be not less than 6 feet 8 inches. 2.1 The total net area of openings shall be not less than 1 square inch for each square foot of enclosed area where the enclosed area is measured bearing wall stud height permitted by Table 4602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 4311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12-3'� between floor levels or landings. on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6-mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between H rovisions, rovided that sto hei hts are not exceeded. An en ineered desi n shall be rovided for the wall or wall framin members where the limits of R 322.2.2.1 'Installation of openings. The walls of enclosed areas shall have openings installed such that: the concrete floor slab and the base course or the prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q P P ry 9 9 9 P 9 8311.7.5.1 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 G7 4311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. r resist wind loads shall be in accordance with the International Building Code. flood elevation, each area shall have openings. � v 4311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 l4 inches shall be provided on stairways with solid risers. Section 4602 Wood Wall Framing Z 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 R302.2 Townhouses. Common walls se aratin townhouses shall be assigned a fire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing W P 9 wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall R311.7.8.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight. 3. Openings shall be permitted to be installed in doors and windows; doors and windows without installed openings do not meet the requirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). 2 shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the tum. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. Q accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal 0 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 2q inches. Each tread shall have a depth of not less than 6J inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 9} inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 11.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE TABILE 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 4325 Mezzanines R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION { AST N EX1fERIOR 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 L F ENI G (a,b,c,d) � MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. 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 EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater they are located. The enclosed portion of a room shall not be included in a determination of the floor area of the room in which the mezzanine is 1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE THREE SD COMMON. TOE NAIL located. FlRE-RESISTANCE RATE) 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 2. CEILING JOISTS TO TOP PLATE THREE 8D COMMON. TOE NAIL Vii r °� 00 wALLs R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section 4311. I- co o r� - 7 a; 6 - m NOT FlRE-RESISTANCE RATED >_5 feet following: 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ N N N ri N �; 1. 0 erable windows with o enin that will not allow a 4 inch diameters here to ass throw h the o enin where the o enin Is in its lar est o ened R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are looted except for walls not more than 36 inches in height, o N cti ni ri co r> ,r; PROJECTIONS FlRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE >_2 feet to <5 feet P P 9 P P 9 P 9 P 9 � 9 P OVER PARTmONS position. columns and posts. TABLE R302.1(2) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAF VERS THREE 10D EACH FACE NAIL 3. Operable windows that are provided with window opening control devices that comply with Section 4312.2.2. enclosed s g p MINIMUM MINIMUM FIRE pace is not reater than 10 ercent of the mezzanine area. EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 4312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to 6. RAFTER OR ROOF TRUSS TO PLATE THREE 10D COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL release the control device allowin the window to full o en shall not reduce the net clear o enin area of the window unit to less than the area re uired 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with 9 Y P P 9 q Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE tOD COMMON. TOE NAIL WALLS FlRE-RESISTANCE RATED 1 HOUR 0 feet by Section 4310.2.1. RAFTERS NOT FlRE-RESISTANCE RATED 3 feet TWO 16D COMMON. END NAIL Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"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 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL co z rn ro U 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. Z Z Z O z Z Z ro w w assessor structures. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O I= O o Z 4313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NEPA U - - < U - g r1 a R302.2.2 Parapets for townhouses. 13D. 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL w a o 0 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 16D COMMON 0 16"0/C FACE NAIL w m U O O Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE TOP PLATES SPLICE 8-16D COMMON (24"MIN LAP SPICE EACH SIDE OF JOINS FACE NAIL ASTM E 108 or UL 790 and the roof deckin or sheathin is of noncombustible materials ora roved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Desi n and installation. Automatic residential fires rinkler tems shall be desi ned and installed in accordance with Section P2904 or NFPA 13D. `o 9 9 PP 9 P � 9 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o 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 Section R403 Footings N than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or R401.4.1 In lieu of a corn lete eotechnical evaluation footin s shall be laced on rock sand ravel and or ravel sand, silt sand, cl a sand, sil ravel or 15. BOTTOM PLATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL ( ) 9 9 Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the P 9 9 P 9 / 9 Y aY Y tY 9 0 walls and any openings or penetrations in the roof are not within 4 feet of the common walls. building is of Type V construction. Sidewall sprinklers that are used to rotect such areas shall be permitted to be located such that their clayey gravel with a presumptive design load bearing value of 2,000 PSF. Do not place footings on soil that consists primarily of clay or silt or have 16. TOP OR BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL P any inorganic material or fill. . 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. TOE NAIL 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 R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 9 balconies and decks that are constructed of open wood joist construction. 17. TOP PLATES, AAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather: 3000 psi plus 5 to 7% air entrainment 21. JOIST TO SILL, TOP PLA?E, OR GIRDER THREE 8D COMMON. TOE NAIL 4302.2.4 Structural independence. Each individual townhouse shall be structurally independent. 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z r T � Section 4314 Smoke Alarms I-+-1 Exceptions: R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6 0/C TOE NAIL 4314.1 General. Smoke alarms shall comply with NFPA 72 and Section 4314. W 1. foundations supporting exterior walls or common walls. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of foting bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER � U R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL 11 c9 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034. R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL } R302.3 Two-family 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 4314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON WALL 6" o c at ed es and OJ O m fire-resistance rating where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor/ceiling and wall assemblies shall extend to and be 1. In each sleeping room. R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with X inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMO ( ) " / 9 LU o N (ROOF) 12 o/c at interior �j tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. anchor bolts spaced as shown on the plans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of � 2. Outside each separate sleeping area in the immediate vicinity of the bedroms. 8D COMMON (SUBFLOOR) supports (see note f) W w Lu Exceptions: 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 I- 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. 0 I� _ < 1.A fire-resistance ratio of hour shall be ermitted in buildin s e ui ed throw haat with an automatic s rinkler stem installed in accordance with NFPA located not more than 12 or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. AII nails are smooth-common box or deformed shanks exce t where r � o g Vi p g q pp g p sy �, p otherwise stated. Nails used for framing and sheathing R3 3.1 Installation near coking appliances. Smoke alarms shall not be installed in the following loations unless this would prevent placement of a smoke alarm in Z 13. connections shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), a location required by Section 4314.3. _U R302.3.1 Supporting construction. Where flor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies TABLE R404.1.2(1) 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. o 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. (/) shall have an equal or greater fire-resistance rating. - Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot-by-8 foot or 4 foot by 9 foot panels shall be applied vertically LLI 1i 2. Ionization smoke alarms with an alarm silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f• Intermediate su o 4302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with aself-closing device. Doors pp its shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p W �. cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to able end wall framin from garage into habitable space: 45 min. fire rated with self - closing device. 9 9 3. Photoelectric smoke alarms shall not be installed less than 6 feet 1828 mm horizontal) from a ermanentl Installed cokin a liance. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 4302.5.2 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 gage sheet steel or other approved material and shall not have openings into the garage. 4. R 314.4 Interconnection. Where more than one smoke alarm is required to be installed within an individual dwelling unit in accordance with Section < R602.3(5) 2x4 wall studs at 16 ;,Aches on center with a maximum hei ht of 10 feet shall su ort a maximum of one floor lus roof ceilin assemb . 2x6 R302.6 Dwellin - arae fire se aration. The arae shall be se arated as re uired b Table R302.6. 0 enin s in arae walls shall corn I with Section R302.5, g 8 ONE N0. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY 9 PP P / 9 IY 4314.3, 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 dwellin unit. 9 9 9 P 9 9 P q Y P 9 9 9 PY AND ONE N0. 4 BAR NEAR MID- HQGHT OF THE WALL STORY wall studs at 16 inches on center •��ith a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: AiJ r � � Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance w,,h accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, � V coo er endicular to the ad acent dwellin unit wall. Section R315 Carbon Monoxide Alarms ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY P P 1 9 8 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 2X6 j�2 grade studs supporting a roof load with not more than 6 feet of tributary length shall have a maximum wall height of 18 feet when O m 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. 8315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches en center and 20 feet where spaced at 12 inches on center. Z z R302.6 Garage ceiling: 5/8 type X gypsum board 13315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at comers and intersections with bearing � Z J R302.9 Flame Spread & Smoke Density Index. R309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. R30.9.2: Wall & Ceiling accordance with UL 2034 and UL 217. partitions. End joints in top plates shall be offset not less than 24 inches. Jr,ints in plates need not occur over studs. Plates shall be not less Z W � < 4315.2 Where re uired. Carbon monoxide alarms shall be rovided in accordance with Sections R315.2.1 and R315.2.2. TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than 2 inches nominal thickness and have a width not less than the width of the studs. o o cUn finishes shall have a smoke developed index of not greater than 450. q � P C� R302.11 Fire blocking shall be provided in wood-framed construction in the following locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notchiing & bored hole limitations for (n 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. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W ' 2. The dwellin unit has an attached arae with an o enin that communicates with the dwellin unit. 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 I0 GI TE 1.1 Vertically at the ceiling and floor levels. 9 9 9 P 9 9 MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF FL� R�O WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) _U O 1.2 Horizontally Ot intervals not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. I. : * .AEN 6F�T\ 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. r �, �� WALL THICKNESS (INCHES) Q \>rt 3. In concealed s ces between stair strip ers at the to and bottom of the run. Enclosed s aces under stairs shall corn I with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. 2 Z\ Pa 9 P P P Y f�,' n` I B 10 12 ,1w1; �, is 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and a 7 NR NR NR = - " �®"' m m products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. s a 5 ® a1 NR NR O z n 5. For the fire blocking of chimneys and fireplaces, see Section R1003.19. 915.2.3.1.1.1 A carbon monoxide alarm shall be provided on each story containing a sleeping area, within 15 feet of the sleeping area. More than one carbon monoxide 10 9 6041 5022 NR n b� , 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. ` I '�?,, R302.11.1 Fireblocking materials. Except as provided in Section R302.1, item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. ❑ " 0 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars tY" clear from inside face of walls. The center of bars shall not vary from this by more than � inch. F R�, 2. Two thicknesses of 1" nominal lumber with broken lap joints. occupancy Groups: E, I-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. ...Y.Q 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. J UMBER . 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. 5. One half inch gypsum board. 0 16 0 2 3 6. One quarter inch cement based millboard. LLj 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. Q SHEET NUMBER UNIT 1 UNIT 9 = Z MODEL � DEAL C W COPYRIGHT GP,CH ARCHITECTURE P.G. 2017: ALL RICHTS RESERVED TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN U) Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: � N1101.11.1 (R303.2.1) Protection of exposed foundation insulation. Insulation applied to the exterior of basement walls, crawlspace walls and the perimeter of 1. A waterproof sealant applied at the joint between the wall and the pipe. PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS Z MINIMUM NAIL ULTIMATE DESIGN PANEL NAIL WIND SPEED V ult slab-on-grade floors shall have rigid, opaque and weather-resistant protective covering to prevent the degradation of the insulation's thermal performance. W 2. A flashingof an approved elastomeric material. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade, PP o MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause CONSTRUCTION AND/OR TIMBER CONSTRUCTION � � WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a an constructed of one of the following: ai SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE 9 P 9- 6" DIA. U 2 EDGES FIELD CATEGORY furnace is located, a utility room or an approved location inside the building, REFLECTIVE RED (INCHES) PANEL SPAN (INCHES) 1. Galvanized steel or aluminum of not less than 0.0236 inch 0.6010 mm in thickness, 0 " RATING (INCHES O.C.) (INCHES D.C.) ( ) PANTONE PMS 187 0 U t5 e C D TABLE N1102.1.2 (R402.1.2) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. (PMS) FN � 0- 8d 3. Other approved materials. Z COMMON 1'75 i i � I .24/16 7/16 16 6 12 170 140 135 Insulation and fenestration Requirements by Component CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL A plastic pan shall not be installed beneath a gas-fired water heater. � " (n 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 do SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR SHGC R-VALUE R-VALUE R-VALUE DEPTH WALL a--� R-VALUE Section U101 Scope EFLECTIVE � �� U � � � 'C N practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. 5 WHITE - N > 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 RF- � MARINE . U) � L0.2 Z _ R802.11 Rafter or truss uplift force. Z U a•5 ai Ln Section U102 General Definitions " L, a�•- M For rafters at 16'o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 1/4 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" 0 Q Lu C co 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 0 m photovoltaic or solar thermal system. 1: o v, Uplift Force 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. TRUSS IDENTIF'CATiON SIGN STROKE _ COMPLIANCE 1i TH 19 NYCRR 1264 ❑ M of Increase x1.09 for pitch < 5/12. Increase x 1.5 for 24"o/c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A ORCLE 6'NU U R702.3.5.1 Screw fastening. Screws for attaching sum board and sum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 9 9 9YP 9YP Pa P 9 YP YP 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 (O and shall enetrate the wood not less than 5 8 inch. 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 P / U103.3 Solar-ready zone area. The total solar-ready zone area shall be not less than 300 square feet (27.87 Tru) exclusive of mandatory access or set back R702.4 Ceramic Tile. R1102.1.2 based on the applicable climate zone specified in Chapter 3. 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 MATCHING SYSTEM(PMS)X187. P4 0- R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table R702.4.2, N1102.2.8 (R402.2.8) Floors. Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of the subfloor decking. SECTION 1265.4.SIGN OR SYMBOL P a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet and installed in accordance with the manufacturers recommendations. N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) 13.94m2. The solar-read zone shall be cora osed of areas not less than 5 feet 1.52m in width and not k ss than 80 s ware feet 7.44 m2 exclusive THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead ( ) Y P ( ) q ( ) TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE PROVIDED,HOWEVER,THAT: IS AFFIXING THE SIGN OR TABLE R702.4.2 of access or set back areas as required by the International Fire Code. is insulated in accordance with Section N1102.1.2 and N1102.2.8. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY Backer Board Materials N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL MATERIAL STANDARD U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR doors factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar GLASS MAT GYPSUM BACKING PANEL ASTM c t 178 fight-fittingdoors on mason fireplaces, the doors shall be listed and labeled in accordance with UL 907. WALL OF THE RESIDENTIAL STRUCTURE AT A PONT IMMEDIATELY ADJACENT TO 11�ELECTRICAL 80X.11fE electric installation and shall be labeled 'For Future Solar Electric". The reserved space shall be positioned at the opposite (load) end from the input feeder SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE 0 FIBER REINFORCED GYPSUM PANELS ASTM C 1278Z NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C NONASBESTOS FIBER MAT REINFORCED CEMENTMOUS BACKER UNITS ASTM C 1325 location or main circuit location. OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE WOOD ROOF TRUSS SPECIFICATIONS: U BUILDING CODE. 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 INTERNATIONAL0 Allowable Spans for steel lintels supporting masonry veneer TABLE N1102.4.1.1 (R402.4.1.1) E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet N' 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. � SIZE OF STEEL ANGLE NO STORY ONE STORY STORIES Air Barrier and Insulation Installation is required for each car space in a garage. E- a,c (inches) ABOVE ABOVE ABOVE 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: t) L3x3xt/4 8'-0" 4'-8^ 3'-0^ GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. L430/4 8'-0' 5'-O^ 4'-8' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L0 (EQUATION 16-9) 150.56/18 10'-0^ 8'-0^ e'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + S (EQUATION 16-10) of GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) L6x3.5xt/4 t4'-o^ W-s^ 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) 0 I.L. Ln a. Long leg of the angle shall be placed in a vertical position. WALLS THE JUNCTION OF THE FOUNDATION AND THE SILL PLATE SHALL BE SEALED. D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 OF � M c. Minimum bearing to be 6 THE JUNCTICN OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED.KNEE 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 R703.12 Adhered masonry veneer installation. Adhered masonry veneer shall comply with the requirements of Section R703.7.3. WINDOWS. SKYLIGHTS AND THE SPACE BETWEEN WINDOW/ DOOR JAMBS AND FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN (J� C) DOORS SEALED. ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: ❑ R703.12.1 Clearances. On exterior stud walls, adhered masonry veneer shall be installed: INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, '..� RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER (• T � 1. Minimum of 4 inches (102 mm) above the earth BOLL=tOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w R703.12.2 Flashingat foundation. Acorrosion-resistant screed or flashing of a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION DESIGN LOADS: 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHAM HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75'. vertical attachment flange of 3 X inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT` OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SWILL BE PROVIDED TO ARCHITECT AND BUILDING OFliCIAL 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. I PSF FROM FIGURE R301.2(5) ALLOWABLE FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION �11 feet (3048 mm) to a building on another lot. 1, DEPTH, SLOPE (IF ANY) SPAN, AND SPACING. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS �- � Exce tion: Walls perpendicular to the line used to determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO Rafters having slopes greater than 3:12 L/1 80 2. LOCATION OF ALL JOINTS. P P P P PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) g P g THE DRYWALL R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for the steel angle shall with no finished ceiling attached to rafters 3. REQUIRED BEARING WIDTHS. O SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD IJVE LOAD OR SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL I FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF Interior walls and partitions H/180 4.2. TOP CHORD DEAD LOAD. n ., anchored with not fewer than three 5/8 inch diameter by 5 inch log screws to every wood stud spacing. Each additional wood roof member shall be ELECTRICAL// PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. F•- P".1 P4anchored 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 Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. W 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 / R703.8.4 Masonry veneer shall be anchored to the the supporting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the 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 4.6. CONTROLLING WIND LOADS. p veneer a minimum 1-1/2 inches, with not less than 5 8 inch mortar or rout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rote not more than 2.0 cfm 0.944 L s when tested ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2 4 A Exterior walls with plaster or stucco finish L/180 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. / / 9 99 P 9 9 ( /) ( ) m Q/'*) Q J = 8d common nail. Airspoce= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (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 6. EACH REACTION FORCE AND DIRECTION. `/ 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 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR IXCEPT WHERE SYMMETRICALLY ❑ [ 4 R703.8.5 Flashing shall be located beneath the first course of masonry above finished ground level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6)Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) Exterior walls with flexible finishes L/180 LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. ^ O includingstructural floors, shelf angles and lintels where mason veneers are designed in accordance with section R703.8. townhouses shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,000PSF Per TABLE R401.4.1 Lintels supporting masonry veneer L/600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. 9 masonry 9 (townhouses) / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. > �� R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, SW, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. ,.�J inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. w r ` Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. v 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. 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 rima heating or cooling stem of the dwelling unit shall be capable of controlling TABLE R301.2 2 WOOD FLOOR TRUSS SPECIFICATIONS: I - d wood structural panels shall be labeled. ( ) 9 9 primary 9 9 sY 9 P 9 ( ) R802.1.5.4 Labeling. Fire retardant treated lumber an F the heatingand cooling tem on a dui schedule to maintain different temperature set points at different times of the day. This thermostat shall include WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q 9 IY P P Y Door And Window Required Design Loads: CODE. l-_ R802.3 Framing details. Rafters shall be framed not more than 1 X inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(2TC). The thermostat shall All exterior windows and doors shall meet minimum wind pressures (n 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 maoufacturer 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: l-_ At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z U rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition o- be designed to carry and distribute the specific load at N1103.1.2 R403.2 Not water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L W ( ) P PP Y 9 9 P P 9 Y (EQUATION 16-9) that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have on outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE 2 ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = WE LOAD, D 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 0 accepted engineering practices. N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4 -22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF 0 timber members or I-joists are prohibited except where permitted by the manufacturers 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 specifically considered. Exception: Ducts or onions thereof located completely Inside the building thermal envelope. TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF 360 OR .75'. P P P Y • 9 P 100 S.F. +15.5 -19.0 +18.0 -22.0 U R802.8.1 Bridging. Rafters and ceiling joists havinga depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International 9 J P 9 Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DIESIGN DRAWINGS SHALL INCLUDE THE blacking, 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 FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. 1. DEPTH, SPAN, AND SPACING. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-O' and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closure systems shall not be required for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-O" and greater. 9 P ( )� Y q 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105F (41'C) or below 55'F (13'C) shall 4.4. BOTTOM CHORD DEAD LOAD. w A B B R EV I AT I 0 N S 4.5. CONCENTRATED LOADS AND THEIR POINT'S OF APPLICATION. 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 R806.3 Vent and insulation clearance. Where eave or cornice vents are installed, insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. M P A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. D.S. DOWNSPOUT be provided between the insulation and the roof sheathing and at the location of the vent. or other approved heating and cooling calculation methodologies. LT. LIGHTWEIGHT RMS. ROOMS P 9 A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REINFORCING,REIN FORCED 7. JOINT CONNECTOR TYPE AND INT INTERFACE. (E.G.,. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY N1103.6 (R403.6) Mechanical ventilation (Mandatory) The building shall be provided with ventilation that meets the requirements of the 2015 International Mechanical ADJ. ADJACENT/ADJUSTABLE RNG RANGE LOCATED SIZE, SRELATIVE IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES, Section R807 Attic Access ( ) ( ) Y PP PP A.F.T. ABOVE FINISH TREAD �' EACH LVR• LOUVER Code as amended), 2015 International Residential Code as amended), or the New York Cit Construction Codes, as applicable, or with other approved 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilations stem is not operating. E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING 1 CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof consltruction shall have an attic access opening to attic areas that have a vertical height of 30 9 tY P Y P 9• ALUM. ALUMINUM ELEC. ELECTRICAL R. RISER 10. DEFLEC110N RATIO FOR INE 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 MAS. MASONRY RND ROUND 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. framing members to the underside of the roof framing members. Section N1104 (R404) Electrical Power and Lighting Systems < ANGLE ELEV. ELEVATION MAT. MATERIAL 2. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ARCH. ARCHITECTURAL EQ. EQUAL .C. SAWCUT The rough-framed opening shall be not less than 22 inches b 30 inches 559 mm b 762 mm and shall be located in a hallway or other readily N1104.1 R404.1 Li htin and ui ment Mandato Not less than 75 ercent of the lams in rmanentl installed li htin fixtures shall MAX.MDOMAXIMUM MDO MEDIUM DENSITY OVERLAY DRAFISTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-ICEIUNG ASSEMBLY, DRAFrSTOPS SHALL BE W g p g Y ( Y ) Y Y ) 9 9 eQ P ( ry)• P P � Y 9 9 ® AT EQUIP EQUIPMENT SCHEM. SCHEMATIC « accessible location. Where located in a wall, the opening shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION SHELF U) z U) 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. MECH. MECHANICAL SHLF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. z Z Z O z z X X EXT. EXTERIOR SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A COLING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNG ASSEMBLIES UNDER THE O O O H O O z access measured vertical) from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM z w w Y 9 9 qSIMILAR BLDG. BUILDING EE. EACH END SIM. FOLLOWING CIRCUMSTANCES: �5 < U) ( g a located in attics. Section M1305 Appliance Access BM BEAM M.O. MASONRY OPENING S,S, STAINLESS STEEL - - w w w w w g o 0 M1305.1 Appliances access for inspection service, repair and replacement. AppCances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE MTL. METAL Sn, STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o a o w o o m U U U Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKINGSTRUCT. STRUCTURAL F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT m R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING SUSP. SUSPENSION EDN. FOUNDATION (NTS) NOT TO SCALETYPICAL ROOF & FLOOR TRUSS NOTES: o 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. BRFUR. FLOOR K BRICK SGD SLIDING GLASS DOOR N SQUARE d in accordance with UL 790 or STM E 108. roofing required b this section to be listed shall be tested I S . gy 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 Q « o R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches 762 mm high and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE O.C. ON CENTER TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL P P P P P 9 9 PP ( ) 9 ( ) ( ) 9 �L F.R. FIRE RATED TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT OPER. OPERATOR P P 9 P 9 Y P 9 PP FIRM FRAME T & G TONGUE AND GROVE « TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH iNE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT` WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) C.J. CONTROL JOINT FT. FOOT / FEET OPNG. OPENING TGS INSURE TIGHT FITTING JOINT'S. R 903.2.1 Exposed wall flashing required to have a kick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. COL. COLUMN FTG OPT. OPTIONAL TOP OF FOUNDATION WALL , P 9 q P Y 9 9 FOOTING TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND R 905.1.2 An ice barrier/ water shield shall be installed per manufacturer's 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 CONC. CONCRETE GA O.S.B. ORIENTED STRAND BOARD T.P TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE I-- COND. CONDITION GAUGE OZ. OUNCE T TREAD Z P4 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 andGALV. GALVANIZED LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI) GUIDE TO GOOD PRACTICE FOR W CONT. CONTINUOUS 1 R ONE ROD TOWEL ROD higher. Ice protection requirements per table R301.2 1 . Install ice & water shield at all eaves, able ends, his & valleys. On roofs slopes less labeled in accordance with U12158A Exhaust duct size shall comply with code section M1506. / TR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. 9 P q P ( ) 9 P y P CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR 2 0 than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of S-0" is required between air exhaust terminations and openings into the building. GEN. GENERAL 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 0 CTSK. COUNTERSUNK « THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT'ADEQUATE 117�1PORARY 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. GYPSUM PC POURED CONCRETE P P 9 Y P ( ) 9 C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PBD. PARTICLE BOARD LU o Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM W w underloyment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet rooms= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT PL. PLATE VERT, VERTICAL v R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE PML. PANEL V.I.F. VERIFY IN FIELD W w I_ HORZ. PWD. PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: 0 _ < gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 404.7.1 Pi in throw h bored holes or notches. Where i in is installed throw h holes or notches in framin members and the I in Is located less than C.M. CROWN MOULD HORIZONTAL,HORIZONTALLY W WASHER v o ( ) Piping 9 piping 9 9 9 piping 9 C.R. CHAIR RAIL HD.WD. HARDWOOD PF. PREFABRICATED W WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofing materials and not less than '/. inch (19.1 mm) into the roof sheathing. Where the roof sheathing is 1 }� inches 38 mm from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected b shield lutes / () ( ) 9 9 P P P Y P HR. HOUR PR. PAIR yyp, WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the I e and the framing member and that extend not less than 4 inches 51 mm to each side of the framing member, Where D DRYER o PP 9 ( ) 9 HDR. HEADER PROJ. PROJECT / PROJECTED W.W.F. WELDED WIRE FABRIC 3. The electrical systems shall be installed in accordance with chapters 34-41 of the 2015 IRC & 2016 NYSRC. � R 905.2.8.3 Sidewall flashing. Base flashing against a vertical sidewall shall be continuous or step flashing and shall be not less than 4 the framing member that the piping passes through is a bottom plate, bottom track, top plate or top track, the shield plates shall cover the framing PENNY HB PSI POUNDS PER SQ. IN. WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. W9 " HOSE BIB WO OR W/0 9 P P P ❑ inches (102 mm) in height and 4 inches (102 mnn) 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. W 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 I.D. INSIDE DIAMETER WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, ❑ the vertical side wall, the vertical leg of the flashing shall be continuous under the siding. Where anchored masonry veneer is G2415.7.3 404.7.3 Shield lutes. Shield lutes shall be of steel material having a thickness of not less than 0.0575 inch 1.463 mm No. 16 gage) DTR. DIRECTION 9 gy, the contractor shall be bound to perform strict compliance with manufacturer's specifications and / or ( ) P P 9 ( ) ( 9 9 ) INSUL. INSULATION QUAD. QUADRUPLE provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN recommendations. r T 1 G2426.7.1 (502.7.1) Door swing. Appliances and equipment vent terminals shall be located such that doors cannot swing within 12 inches (305 mm) horizontally of INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report an and all discrepancies including an W = provided in accordance with Section R703.7.2.2. the vent terminal. Door stops or closures shall not be installed to obtain this clearance. DR. DOOR REF. REFER TO REFERENCE P P Po y P 9 Y W v R 905.2.8.5 Dripedge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be P I.S. INSIDE CORNER dimensional conflicts, immediately to architect for corrective measures prior to construction. _ W 9 P 9 P 9 9 J 9 P 9 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 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /� inch (6.4 mm) below the roof sheathing DWG. DRAWING �• JOINT REINF. REINFORCING,REINFORCED 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 and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. c0 m deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underlayment shall be installed level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall z z LThe 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 �: 3: _J over the drip edge along eaves and under the drip edge along rake edges. into the building. Such an appliance with an input over 10,000 BTU per hour but not over 50,000 BN per hour shall be installed with a 9 inch vent promptly report it to the architect for proper adjustment before proceeding with the work. Z < << < termination clearance. 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 I U) R 1001.1 Mason fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. Masonry P Y PP P P The vent terminal of a direct vent appliance with an input of over 50,000 BLU per hour shall be located not less than 12 inches from any air opening into (A : G STC and 4 of this code. the building. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and suppliers recommended W : �� 11 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 installation procedures. F2GE3F;, 'r ` than 3 feet above the highest point where the chimney asses through the roof. O STRUCTURAL CALL. REFERENCE (� * GSE ',�_' ' 9 P Y P 9 Section G2439 (614) Clothes Dryer Exhaust )(X > 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore holt responsible for any and all conflicts ', \•_, co I \' DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. � r r .j G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all Q co .r -•1 u, Section R1004 Factory-Built Fireplaces other systems and shall convey the moisture and any products of combustion to the outside of the building. XX v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ('REGULATIONS', 8 NYCRR 69.5, ENTITLED j - 9- 11 m m R 1004.1 Factory built fireplaces shall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory FLOOR FINISH CHANGE W 4, ,, ,;, C� G2439.4 (614.5) Dryer exhaust duct power ventilators. Domestic dryer exhaust duct power ventilators shall be listed and labeled to UL 705 for use in dryer exhaust 'SEALS", AN ARCHITECT WHO SEALS 'PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A built fireplaces shall be tested in accordance with UL 127. duct system. The dryer exhaust duct ower ventilator shall be installed in accordance with the manufacturer's instructions. VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 ''�� y: R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace y ry P O DOOR / HARDWARE TYPE 0 �� system has been specifically tested, listed and labeled for such use in accordance with UL 127. U) &10 R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX _ _ _ XX BUILDING SECTION �`�F �� is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX XX ❑ \ Wy0 in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required �= PARTITION TYPE Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. �/ J N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or OB NUMBER cellulose) shall be written in inches (mm') or markers that are installed at least one for every 300 square feet (28 m2) throughout 2 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam bi thickness and installed R-value shall be listed on certification provided by the insulation installer. UNIT 1 0 UNIT 9 SHEET NUMBER 2 - CL M®DEL CL,,M®DEL CZI I I . I - D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, U) 66-W z WRAP I %4""CONNECT 1NG X22 6A DS TO COILSTE TRAPZ ATTACH TO EACH PAIR ROOF FRAMING 66-W X Z4"MR X OT05N5 RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb � E ATTACH TO EACH PAR CRIPPLE STUDS O Di OPPP5N5 RAFTERS R06 2x AGQ LEDGER W/2-3/5"x5" LAG DBL TOP PLATE 16'O.G. Z)Y R00RAPrl3Z PLAN 13OLT5 a 16" Or, INTO STUDS U SE PLAN 2X BLOCKING O SIMPSON STRONG-TIE U L A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR ❑ 0- - Z 6IMP ON STW SIMPSON STRONG o GEILIN6 J015T OR W/55 RO AGKS O_ -TIE 1175 TE hb - - TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR o EA. " I- U) i L SIMPSON STRONG-TLE Hr2 8D NAILS SIMPSON STRONG-TIE i`. i ti v TYP. 8d NAILS TYP. RM STRIPS%U M ATrAM r0 EACH PAIR X 6PP05M RAFTERS. ALTERNATE TO RIDGE STRAP: H3® EVERY RR RAFTER TO STUD AND KIN65 C) }' m P4fF fM RDC£STRAPS ARE NOr WHEN 01.AR TES OF PROVIDE 2X4 COLLAR TIE AT l7"IIHEM ALIGNED) u 0 0 FOR USE WHBd STUDS AND USE IN COMBINATION ONLY WHBd STUDS AND 061AL W OR U4 UAW ARL=LOCATED N THE LPPFJt TNRD X THE UPPER THIRD OF THE ATTIC SPACE 'RAFTERS AL16N 'RAFTED Do NOT AL16N ATTIC SPACE AMP ATrAcr®ro EACH PAIR Cr RAH TERS w/ 4-10d NtiLS W/4-I0d AT EACH RAFTER) G5-22 STRAP AT '~ 'n N} �,�z _ EACH STUD,SEE 'u a) - L.5U26 FOR 2xb DETAIL 4 Z U D / � SU28 FOR 2x8 2x10 OR 2x12 L i n�� Cr) " C) c Cl) C) co 'Cr FRAMED 01'ENIN6 ❑ U Lr) N 00 FOR WINDOW OR R 1 DBE STRAP DETAIL / 'RI DBE STRAP DETAIL 51MP50N 5TRON5-TIE 2x4 OR 2xb EXTERIOR DooR (FOR ATH.GL65 WITHOUT COLLAR TIES) / (WITH OR WITHOUT COLLAR TIE-5) Li® EVERY GJ STUDS o Ib"O.G. NO SPECIAL LIPLIFT (� (�)N.7`6.' 2x AGO LEDGER W/3/8"x5" LA6 CONNECTORS REOVav�clsr LOCATE AT EVERY RAPT1sR N.T5. LOCATE AT EVERY RAFTER BOLT® I6"OG INTO STUDS SIMPSON STM SIMPSON STRft / STRAPPING TO BE 1-114'X 22 GA. IN THI5 AREA 6ALV.,SEE DETAIL 4/DI.ALL STR,4PPIM6 TE LT5 TE HG / TO BEAR A MIN.OF 10'ON FRAMING. -_ - TLE rHic OR rrlo5 Oval W 517 n" HS lam. / PORGH �ROO1= GABLE END WALL - 5hP5GN STRGN6 LD NALs TYP.r IGD MAY t�E I� F A°FL® FOR ME MM SM25 AND USE IN COMBINATION ONLY WHEN STUDS AND / STRAPP I N6 DETA I E DETAIL AT ATTIC �'' IRAF�,&M IRAs MZ5 Do NOT AL16N (jI O V N.TS. ' - STRAPPING TO RUN ONTO RIM JOIST,SEE H DETAIL q/DI(ONE STORY)OR ONTO STUD U \ AT WALL BELOW(TWO STORY) L D ROOD RAFTER HURRI GANG TI ES W N.T5. LOCATED AT EVERY ROOF RAPTER \ ' •: Z \ ATT I G • o STRAPP I N6 DETAIL L SHAPSCN Ew ex�4+ 12 FOR FRAME GONNEGTI ONS o 115E EG q,4 AT 13•DS L l_ Ln DI N.T.S. � 2ND FLO" ' /� r (2)2x n " • 4-Ibd FAGS NAILS FROM O �) / STRAP OR 4x PROVIDE 3 X34 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HEADER ❑ v / M5T0481Y 5E0URE0 BY WOOD SILL PLATES. / GOLUMN P05T TOP ANGHOR START�� 51MP5ON PAB OR 56 ANCHOR BOLTS MAY BE U5ED IN LIEU OF Fav LDrTh / THREADED ROD W/WASHER PLATE. / N.TS. LOCATE AT EVERY GOLUMN/6FRDLR CONNECTION W-r LP TA PROVIDE 3"X6'XD36'6ALV.STEL PLATE W/ (4)NAILS MN N �" SiLD NNa 6-80 NAILS AT GORN9R5 AND INTERSEGTIN6 n IBJSm(T`A') I _1 WAL15. 3'A2'X.03b'6ALV.STEEL PLATE W/ CLEAR SPAN \ T -r � WALL5 WERE TIME SINGLE PLATE OR HEADER 5-I00 NAILS EACH END AT 12-8D NAI15 AT AT BUTT JOINTS IN 5TRA16K 51MPSON LSTA12 STRAP W/ ` � 2Xb KIN6 STIRS(Ui EACH JACK STUD 10e, air `--F 24'MINIMUM LAP SPLICE ONE AT 511 IF TO 6 FEET LFN6mNAILSU TWO FOR SPANS b TO 12 FEET O �" " 12-160 MIN.NAILS ONE AT SPANS(V n FRAIDE MN t3D 1-7 5/a"m A307 RDD THREADED 6"BOTH ENDS. THREE FOR SPAN512 TO I6 FEET 2X6 JACK 5TUD5 NAND: DISTANCE OF T/S �LBJ6m BOTTOM PRe-t4�n' 3/4 AND I ROD AT 51MPSON STEL STRONG WALL,SEE PLANS AT ALL SPLICES + It"MN IST FLOOR "AIS THREE SPANSSPAFROM M 6 TO 12 w w SIMPSON P05T BASE iv U) (+4)NAILS MN N I ABU44 OR ABUbb,SEE PLAN 2"X3/8'X3"WASHER PL W/NUT EACH 5IDE 11NLE55 NOTED OTHERWISE ON PLAN ❑ 11�� rc"UMTH(rYP.) GS zZ COIL STRAP I UPPER STORY SHEAR m 1 WALL TO C71RDER FLOOR TO FLOOR TIES I - - - - BELOW GONNEGTION ALTERNATE ANGHOR BOLT DETAIL @ EXTERIOR MALL ❑ W O I l J FOR SET BACK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DET,\IL HEADER GONNEGTION FTS N.TS. LOCATED AT EVERY STUD \ 1/2'0 HOOKED ANGFHOR BOLT H^U T 2 I \ FOUNDATION MINIMUM EMBEDMI NT OR EXPANSION I`� _ 1411 NOSE I \ BOLT W/5'MINIMUM B�hENT NTS. J N.TS. N.TS. U CA STRAPS HER S EATMND HR SL bd cGMIGt•1(oJ�l x 15'LLN6)NA1-6 \ COIL srizw5 Duet 5> AT1HN6 PRavc1= Lod c rI N(oil x V I")NALS I \ Uj I \\ GOLUMN POST BOTTOM ANGHOR \ Q \ N.T.S. LOCATE AT EVE=RY GOLUMW 61RDLR GONNEGTION W RM A ALLOWABLE HOLES - \ To MAT VALLEY dW 8D NAIL o 6'0/G AT ALL PANEL EDSE5 " r 160 NAIL 0 24 0/G I- v I�rsd* 160NAIL a24'0/G LVL Headers and Beams AS PER rvrcHA HIP RAFTER, X6 05B OR PLYWOOD W 51MP50N HGP HIP SEE PLAN 5HEATHIN6 Microllam� LVL RGt7r RAfDBt INTERIOR 1.3E TimberStrand® and NOTE:WHERE 24'WDE MINIMUM FtnJ HEIGHT I (A)NAL5 MN N CORNER TIE LSL hole zone Parallam®PSL 2 x diameter of the y depth U WALL RETURN 15 PROVIDED AT ENDS OF I ¢"Ism hole zo largest Thole(minimum) BRACED WALL LINE THE 8001 HOLDONN MAY I I. O BE ELIMINATED. PROVIDE TWO(ONE AT EACH 13/4'14MI a"lHJ6m(MIN) ` 8D NAIL o 6"016 ❑ SIDE)GS-22 STRAPS PER DETAIL 4 IN LIEU or I SIMP50H BP WA5F�L O INTERIOR - LSTA36 STRAPS SHONN N THE DETAIL NAIL SHEATHNN6 TO ° o AT ALL PANEL E06E5 d I SILL PLATE W/ad 2X AM SILL PLATE. DOUBLE ° EXTERIOR 6YP��UM BOARD o - 0 0 NAILS o 4'O/G SILL AT FUl BA5EMEltTS - - - - - - - - 0 0 0 EJO VIA.MAX2 ANCHOR.. 8D NAIL o 12 OIG AT ALL -� T'MINIMUM �i AX 2-VOL.. - - - - - Ix b RAT VN.LEY ' Microllam® LVL and + EMBEDMENT EXTEND BOLTS MIN.T'INTO C5-22 COIL STRAP Ili SRAP TO Ilii MENDERS NOT AT PANEL EDGE Parallamo PSL FON.MT14 T16HTENED NIT! RUM allowed hole zone 3'x T WA5FEt TO EACH BOLT. 1 1 x i AGQ L5TA36 VU IO IOd NAILS PROVIDE TERMITE SHIELD SILL SI 6NP aN LTP+4 PLATE NAT.®TO ,�60L� 15/32"055 OR middle Y3 span � �'O 6' SEAL AND MAINTAIN V MIK SILL�� IRM AND SLL RATE A li"0/G AT rx.�f R�wf� INSIDE CORNER OUTSIDE CORNER WO STUD ABOVE AND IAGATID 2'TO b' PLYWOOD SHEATHING FROM TOP�WALL FROM WD TO FINISHED GRADE vN1E'/J1Ac Nf�GTS. d 1.3E TimberStrando LSL allowed holt zone d r` r` � � 00 00 BELCH(2 EACH GORHEW � NOT'E: NNL AS i TAi 13-0 wr,6M PLAN VIEW PLAN VIEW w 17 � � ti � � 17 Co .- Tall=2,98011 EXTERIOR WALL TOP General Notes Q N N N vi � `° N N COIL STRAPS UNDER 5FEATHIN6 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL Cts /� /� �j ❑ � N N vi c� m � (o � SE FOUNDATION PLAN STRAP'OVER SHEATHING PROVIDE:lod COMMON(O.BI x 3'LONG)NAILS. EXTERIOR I� Gl/I�NLI� HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded LAY-OBER OR FALSE GALLEY PLATS HIP GONN�GTI ON DEPTH HOLE SIZE headers and beams only. nd STORY CORNER CONN GTORS TYP I GAL ANGHOR BOLT STUD TO RIM JOIST TO SILL PLATE ST�RAPPINCc DETAIL WALL FRAMING 4%" • Round holes only PN 5Yz" 1% . No holes in cantilevers. LOCATE AT EVERY STUD KTS. IN'TS' 7Y4"to 20" 2" . No holes in headers or beams in lank oriientation. See illustration for Allowed Hole Zone DO NOT cut,notch or drill N.TS. LOCATED AT EVERY GORiJER N.TS. 1 AGATION A5 NOTED N.T5. .TS. P holes in headers except as indicated in illustrations and tables. cn x X A MINIMUM OF TWO BRACED WAU-LINES(ENI.)AREIMISIUi IN EACH DIRECTION OF A BOLDINS. BWLS SHALL NOT BE SPAG® DRep®g{�P AND rye SI EATIR[6 ri AVD WAIL SEA O O O 0 O_ O_ Z co J J MORE THAN 6o FT APART. WALL5 WITHIN A BW-5HALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BW_ BNL LOCATIONS ARE TO TOP Gr H'ONTY WALL II'U�9-��I I NO�: TO TOP GF PONT WN L P 115 > a g IMDIGAT�ON FLOOR PLANS �•-1 I > > > w > > a ❑ ❑ 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE w w w _j w w SIMPSON VrrIZ tHGLPM AT 66-W'.�P DR tP A BRAGEP WALL PANEL(BWP)5HALL B661N WITHIN 10 FEET OF EACH END OF A BW-" THE DISTANCE BETWEEN ADJAi PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER � � � w � X m 0 O 0 WALL ETD PANGS(TYPE A�fDU A6 RFQURED EDGES OF BNP5 SFWl NOT BE GREATER THAN 20 FEET. THERE SHALL BE A MINIMUM OF TWO BNP ON EACH BW_EXCEPT AT ® AT DRAY.®WNL DIALS G MD D. . co WALLS(16 FEET LONG MAY HAVE OPE 48 OR LON61J2 BNP. BNP5 ARE TYPICALLY GS-WSP SHEATHED BRACED WALL PANELS m _�� 3 I/2'WDE LVL HEADER(513 FLAW 0 m S-IOD NAlS AT DTfIZ (TYPE A)OR 6Yi'Sl1M BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS A5 NOTED ON PLAN WHERE BWP TYPES A coNnNUous TO OUTSIDE OF PANE. N m AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BW 15 REQUIRED. E. SW TYPE5 ARE INDICATED ON FLOOR PLANS. \ \ \ o m 318'0 THREADED ROD kD G5-W5P CONTINUOUSLY SHEATHED BRAGED WALL PANELS(TYPE A)SHALL NETT Z NOTE:HIM 24'WDE MINIMUM RA-L HE16M THE MINMIM LEN6 OF TABLE R602JO5. NAIL 74'MINIMUM WALL GONTIM0U5 IIV4 MIN DEEP HEADER TO � CONTIN10U5 1111 MIN DEEP HEADER TO WALL RETURN 15 PROVIDED AT ENDS OF SHEATHINS,WITH 8d NAILS O 6'O/G OVISE5)AND,12002(FIELD)AND PROVIDE 2X OUTSIDE KING STUD(51E PLAW / Q OUTSIDE KIN6 STUD(SLE PLAN) Q Pig F_ G5-H5P'BRACEV WALL LINE THE 6" BLOCKING AT ALL LIN5UPPORTED PANS®6r5. PROVIDE 600 POLIND HOLD" FASTEN i swATHIN6 To HEADFJ•2 W/ / f � FASTEN I'5HIA1HN6 To WADER W � Z HOLD"MAY BE ELIMINATED. PER DETAIL Iq OR 20 AT ENDS OF BRACED WALL-LINES THAT DO NOT HAVE 6D NAILS a 310/G IN EACH DIRECTION / 8D NAILS o 3V/G IN EACH DIRECTION u1 EITHER A24"MINIMUM FULL HEIGHT WALL RETURN OR A 48'MINIMIHH BNP. SIMPSON LSTA24 STRAP ON BOTH 510B AND 9MP50N LSTA24 STRAP ON RGHEATFH7 TRIM TOP OF PAMf3 AS'REQD U EACH OF HEADER TO JACK STUD W/th-IOD NAILS ` '' FACE W I6-M NAILS D_ r T T TABLE R602.105 MINIMUM LENGTH REQUIREMENTS OF G54,612 , Z F"�I 6-114 SD5 5�C.R$^5 m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE r0 HEADER W/2 :` F- fASTBI TOP PLATE TO F€AADETR W/2 J / ; ,'',: Z PORTAL STRAPS I/2'FROM Ei ON LU Q w ROWS OF Ibd NAILS a 3'O/G RAPS of 16d NAILS a 3'O/G WALL- AJAGENT GLEAR MIN114H LENGTH OF S W� MIN PANEL BOTH SIDES(4 STRAP PER PANEL) LU HE16HT(FT) OPN6 HE16HT BRACED WALL PANEL HE16HT(FT) WIDTH t' > w iu IMP50N GNW COUPLER NNI " . PANS,.SHALL HAVE A LENSTH V OF NOT PANLL 5HUd.1 HAVE A LBI6TH'L'OF NOT ILL! r � F <64 24 LESS TWW I6'FOR 8 fT WALL,18'FOR 9 LE95 THAN I6'FOR ONE STORY AND 24'FOR 8 ❑ v 0 0 g 64'TO 80' 32' Fr WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION q 32' SIMPSON SEISE STRONG WA1LL SB Z U ❑ 8O'TO q6' 36"+ X Pl1W FOR ACTUAL LENGTH SE PLAN FOR ACTUAL LENGTH 10 34' P VERIFY P 15 IPLUMB (64" 2T" GYPSUM BOARD "66"BRACED WALL PANELS(TYPE B)SHALL BE Q � � � 1 AVEC RNR /8'A ANCHOR BOLT OR q 64'TO 80' 30' 48'MINIMUM M LB46M ON BOTH 5ME5 OF WALL PER TABLE xx II 38 U ADHESIVE ANCHOR H (2)JACK STUDS MIN.OR PER PLAN H- (2)JACK STUD5 MIN.OR PER PLAN Q LU � � 12 42" NOTE:DETAIL APPLIES TO � f� 80 TO q6 41 -R602.105. 5ECXIl � 6'YPSLIM BOARD WITH 6d COOLER NAILS, �' i BOTH ENDS OF HEADIER _ (154" 30' Ogl5'X 176'6YP.�IJM BD NAILS,OR Dgbm X IV AMUL.AR-1;U%ED • 10 64'TO 80' T 30' NAILS a"L'O/G(EDGES)AND l'O/G(FIELD). BIACKlN6 15 NOT / / Fri • r' 80'TO qb' 38' `REC>�AT I1N5UPPORTED PANS E06M WHEN PANELS ARE BL.OGKIN6 AT PANEL ED6E5 +" J BLOGKIM6 AT PANEL 1376E5 N ❑ INSTALLED HHOWIAHTALLY. PROVIDE J015T OR TRU56 OR FULL •Partial credit for Panels 36"to 48"wide per RbO2.105.2 HE16W BL.00AON6 DIIIii ABOVE AND BELOW TYPE B K%LLS. ONE JACK AND KIN6 STUDS OHNE JACK ANMD KINI6 SIPS BLOGKINI6 AT PANEL EDGES )�i.'` "L" EQUAL TO Iii7-1 7 I� TYP I GAL HOLDOWN DETAIL AT CONTINUOUSLY SHEATHED WOOD FASTEN IAb•SFEATHIM6 TO EACH STUD / FA51BI T/Ib'SHEATHNNG TO EACH STUD TWO KIN6 STUDS or > 12" FRAMED FLOOR A STUCTURAL PANEL "CS PSP" - TYPE A B GYPSUM BOARD "GB" - TYPE B AND SILL NV BD COMMON NAILS o 3'o/G AND SILL hY 8D COMMON NAILS a 3'0/G m FASTEN Tn6'SHEATHING TO 51W Z 1 NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 AND SILL W/ed NAILS a 4'0/G J PORTAL DETAIL'A'ONLY APPLIES SIMPSON HOW HOLD"WA 14-1/4505 SIW50N HDU2 HOLDOVM W/6-1/4' Z Q Q Q N.T.S. TO 2 HT TO 16 FT WIDE OPENIN65. Z Q Q 0 SGRE1,15 IN DOl1BLE END STUD ; ` 505 5CIii IF NO FLOOR ABOVE. TABLE 602.10.3(1)BRACING REQUIREMENT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO /,.`` H i HOLD"W/10-1/4'505 WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-1/2'0 AN C44OR BOLT OR EXPANSION SGREN5 IF FLOOR ABOVE. PANEL TO 51T DIRECTLY ON TOP OF SIMPSON l7TT4Z FI0.IXJY,TI AT(f W'A'DRAGED WALL HEIGHTS,AND 2 BRACED WALL LINES BOLT WITH 2'X2'X�1(�'PL WA5HER I LU WALL l3•D PANTS(TYPE A)IDU 6 RFQUR® OVER - - - CONCRETE FOUNDATION IWALL � R ADJUSTMENT` STORY CONDITION ADJUSTMENT 112'0 ANChIOR OR EXH'AN510N BOLT / ❑ GOVT BASED ON SUPPORTING FACTOR 114 BAR(, IN TOP OF CONCRETE 2-1/2'0 ANGHIOR OR EXPA 60H BOLT-------- 40 / COQ C STORY $WL 5PAGING METHOD 6B #3 TIE I AT DRACM WALL PETALS G AND D. CONCRETE •4 BAR GONT IN TOP OF CONCRETEC) QBE R T C �Sj ® SFIEATHIN6 EXPOSURE GATT=GORY ONE STORY G 1.2 Fo�DA1loN FOUNDATION r�R�oATION Pro NAILS AT MV : EXPOSURE CATE60RY ONE STORY D 15 Ito BAR GONE IN TOP AHD BOTTOM ® TOP 10 25 55 1 EXPOSURE GATC-GORY TWO STORY G 1.3 PARS-18 ANY.HHOR BOLT OR 3b'THREAD® OF CONCRETE FOUNDATION 51MP50N 561/8X24 OR PARI-18 ANIGHIOR � �' L ® EXPOSURE GATC60RY TWO STORY D Ib EXTEND WNJ SLEATHIN6 OVER RIM JOISTPLATE, { TOP 20' 5.0' IO.D' / ROD W/WA5H82 5ff DETAIL Erol PAI36 18 ICHOR BOLT OR%!THREADED BOLT oR YB"THREADED ROD, ` OVERPLATE, _- j RAD HU WA5F6L 5ff DETAIL 15NI SEE DETAIL 1501 / ¢,� k ROOF SAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANG E06E TOP 30' 7.0' 145' FRAMED WALL PORTAL DETAIL'B'ONLY APPLIES TO 6 FT TO lb FT WIDE OPENINSS. �U) -'M ROOF HAVE TO RIDGE ROOF ONLY 20 FT Ib FLOOR 1 PANNQ HAS GONTRIBUTINH6 LENGTH OF 48'TOWARDS R602.103(U MINIMUM LENGTH WALL To 13E USED ON FIRST FLOOR APPLICATION ONLY.PANE.HAS 0,381 TOP 40 4.0 l a5 ROOF EAVE TO R106E ROOF+I FLOOR 15 FT 1.15 REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO 13E COtdTRIBlJnN6 LENGTH of 46'TOWARDS Rb02.103(U MINIMUM LENGTH SIMPSON 5TRONG-WAd1 REMMES ENCANEERED DE516N TO ❑ , 0 C' TOP 50' I I.0' 23.0' ROOF HAVE To RIDGE ROOF+2 FLOOR ROOF EAVE TO RIDGE ROOF+I FLOOR ?5 FT I0 FT J ` `�ON FIRST FLOOR APPLICATION ON.Y. F EWIRB�8dP5 FOR BRACED WALL PANELS AT BRACED WALL LINES. r0 DETERMINE PANS 517E AND ANCHOR BOLTS FOR O -4 0 ACTUAL HORIZONTAL M16N HND LOAD AND CONDITION F N EW ROOF HAVE TO PJ06E ROOF+2 FLOOR 20 FT NP . ... .. .. ........... . .. TOP bo' 13.0' 275' HEIGHTWALL ANY STORY e FT 0A CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL JOB NUMBER 3/8'0 ANCHOR BOLT OR : WALL HE16HT ANY STORY q FT o.q5 ADHESIVE BOTTOM OF 2 10 5.0 105 WALL HEI6W ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPE D DETAIL - TYPE E DETAIL - TYPE F n �• 2016023 $OTTOM OF 2 20' Q.0' Iq.O' WALL HEI6HT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W ° e °oaga NLIMBE R OF BHL FM PLAN D11 iT1GN AT STORY 3 13 BOTTOM OF 2 30' 13.0' 275' Q NUN1BBt OF BH-PER PLAN DIREGIION AT STORY 4 1.45 SHEET NUMBER BOTTOM OF 2 40' 17.0' 3(x,0' NUN BBR OF BH_PER PIAN DIRECTION AT 5TORY 5 OR MORE I b GYP FINISH O FROM INSIDE FADE OF BNP 1.4 WALL PANEL DETAILS HOEDOWN DE=TAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIEIE S TO METHODOD OD C (_2_1_� BRACEDS-W5P ONLY UNIT 10 (MODEL C l UNIT 9 (MODEL C U'zN T5. 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I INSTALL ICE 4 WATER SHIELD ,::;:-,',, - . -1 -� ; ." , : I . � , . - --------�-F"---1- PER MANUFACTURER'5 �- .,�.;�:-,i--��----,-,�t.----.-�------.d- .. .$==-�-,---11-I --1- -----�---1a---o -,"--�.,�- ..-.�,-,��-,--'-..,-'.,.,..-..,-..�-��-,--. ��---k� �.......t,;;,--�,---,----I---A-�-i�L PLYWOOD SHEATHINS A C4 � ... I- - -----�--i -z\ ��-.k � , , -, �,,, 11 . z.�-",d.;-�,.I-.�-;:..-.,.&-��;i;-k-;z.�l-.'.$�,,�;.�,..-;-�-.��-.z�..-,��-;:.6--.A-,P-T.-�;-�.-z.,-�l-r.j,:-,�.,I-.-4�-;,--"�- m . I , -.4, . �:.--'.-��;�i-..�,-z-:;�.--,6;;;i; -t-;A.,..��;;.-: ;A--:�-'-'-z;;.A' , . - . . .,..t--...�-..-.--.�-..i�-�.-..i-.;i--��.-.;�-::A-z;�--�.:�; 1 . : I 5PECIFIGATION15 TO MAINTAIN --- . -:�..-zA�-:�:=,-,�"�.-A.-��.,.�-!;��-zz��-7-::-i::7:--&., i:z--:-Z:-:::�::;:::�--L:-.�:---,�.� , --.�:--:=-----. .::, -��.. . 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U) BEDROOM#3 . ......�"=.�-, , . �I . i--�-�--�----,--,,,��3.�! - --l-��-��-----L-t--,------4�-`---d-,-;--�-,�---&---- INSTALL ICE 4 WATER 5111ELD PER 6 z (1) cl) -,". , "-,: . .;.�-;;,..-t,;-- ;40�1�-6-- , . ,,�, ,-' ,�,-- -,-L��y"-----i, -L-,---,-------,_. � �_�.<�;;=,.=2. .., '-1,-'-1, �� ... - '*'�'�� -ROOF FRMINS z z 0 z z ! - - I � . . RID6E VENT �. - - � ---17-- - --L--I WALL5 BEYOND 0 1 --I--`--`---- --7 X--�--�-- .- �'.- -'-'-'-L-,--'-" -1, -,-�--V-�,--4--�--'---t�-: - '-�-1---��-,--i�-�---,,,,,,,---t-;-,��:��--------�-�l2�� - =1 ,- 1�1 ,� 11�......,--.I- .1... ........ i I . I APPLY ICE 4 HATER SHIELD IN . . I A-1p-"------k--,�-,-, ,-- -�t-- ,--,------_-;-- , --��,��l- . --- .; 1. .2 .. .... -... --�--_--;-----,--Ip- (j) x x FAIR HEATHER WHEN THE AIR, --- - ,`:: ::. . ........ .-s- 1;�--$=---,- .-�..�.�-- -!=---q��--L�---",,4----L----�----�=.---1-1----�,-- .'.�-.�.�.-,�,��zz..-!.--,.;.�..�.��-.�:.-: : ..;.-�-4._!.-_,",-,��L KAKFACTLIRERS SPEa.To 0 �� . ,7:;::.-.-.t-.i�:: ...... �10 . . 7 . _-'---1i_1_1�...i - -I- , -1q- ..!. ��------�----- -----.i�---1.-, ,�*"" ,;ll-��-.J---,�--'-,�-��-.�,--,-,��--- - , ' ,; . . .�----�- ---,----,-,k---Z.-z--�--��-'?-�,-,,.�--�-,-�,�.,kz:;� _, . --- KAdNTAJN PRDMT WARRANTY. "i 0 0 0 F- 12 :-�-,; " : ..,��--k::�.-�--�-- - �, . 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J BASEMENT - - BASEMENT : \ 0 1 : . - El : ', -1- - - - - - - ----�- - - - : I �, . - - - - - ---� L - - - - - - - 4 - - : r : I - -1 4- � , ... �, - - - - - - - - - - - - - -I : 0 , : , - - -- - - - - I - - - - - - - --i - - - - - - -L - - - - - - - - - - - - -j :. . .... .1 . . . .................. I - BER II 11 . . ' /616023 -R16HT END ELEVATION rB 1/4 = --oil w - I U1 SHEET NUMBER < ,E;�� UNIT 9 = . UNIT I 0 UNIT 9- DUET CLUSTER 0- ...1111111 1 ' z i \ �- : . . �� ' 4�*--- - L'r-T MODEL C (FESCUE) (D . � (MODEL C- ) (MODEL Q ELEVATIONS Fn I 0 1 - - Lu I I I I 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED � LINE OF REAR 0 ~ z CHEEK WALL 0 UNIT q 13'-0" II'-2" 14'-2" I 14'-b" II'-2" 13'-0" w E 7 e- a� UO U _ ryC A o _... ............. __.-... _.... o A C U a O C 6 C 7 ...€...... ............. ............ ............. ............ ........... fie. C) U N o1 12 8" 12'-10" 8" 10'-0" 4'-II" 4'-4" M.O. 4'-1111 51_30' 4'-4"M.O. 4'-II° 10'-0" 8.1 12'-1011 8n U) -� `� ' Z - U 2:S co Q Z L CLU) - M �° co UNEXGAV. o OU o 2L0 f.0 o q Q q 4"P.G.SLAB WITH bxb, I ❑ U M 00 UNEXGAV. o FDI o FDI 2 MIN.IOAO HA .O GONBE�5H• I 4 P.G.SLAB WITH bxb, R10/10 W.W.M.OR FIBERME5H. MIN.3500 P51 GONG. r -� I I Q o • - 2 d. - FD1IV Q • ,. EGRESS �* o Q WINDOW HD FDI ............. HD _.. .. _ o ,> 4 asr EGRESS - HD ....... ... •; _.:,:,,,,i •t Z ,C' `,,,.;,;,:...�:: 2x12 FLOOR JOISTS v ; `> .. I OW ; .. e ® Ib"OG ..<> l : FaI : :: .`::r 2"x 10' SEAT - , m - 2x12 FLOOR J015T5 - l N 8 �t �t z "ems...... ........... I U 11 — — J II n n — .. .. i 2 x 10 <i - ® Ib O.G. ::::: -�„.e;,�� ........: _....._.. .....- I i 4 WIDE JOIST .._: SLAB SEAT ;;, SEAT.TD.SEAT H - - J \ , ' %#. _ ._.......... ....... ..-..... I` ELEV= (-)I'-I�" _ FOUNDATION_ .. . ::; €:•:•:: :•:::::::::.- :..f. ... :..:...::_ ::::::{ •':::::Y :::::::, 4 WIDE JOIST � : Q O Q HD • ...... ......... .............. _... -.._-._ L21TH D•AMPROOFWALL SEAT.T.O.SEAT 2 : 3 o I W 1 6 0 U Q ELEV= ()I'-I�" I \` `F € _ __ _ _ 14'-8 ' --- q'-4" FDI I 13'-2° 24"x 12"P.G.FOOTING 10" ` : 21_pll _ I 12"P.G.FOUNDATION WALL I E j p j •1: I M u? WITH ON 4 ' 10"P.G.FOUNDATION ' 3 "DIA STEEL COLUMN ro O 2_p 10 24 x 12 P.G.FOOTING 13'-2" I Fv€ q'-411 ' - 14'-8" I'-0" _ WALL WITH DAMPROOFIN6 ON 30N'-30 xV"NbPa ((� DIRECT VENT HEATING EQUIP. J o I ; ON 20NX 10 P.G.FOOTING ! I' APPLIANCE CLEARANCE HD Z T p. -TDA.ELEV. = 0'-0" APPLIANCES SHALL BE INSTALLED•••' ❑ V 10"P.G.FOUNDATION j 1WITH THE DIRECT VENT HEATING EQUIP. '- 3i'DIA STEEL COLUMN I E WALL WITH DAMPROOFIN6 I �' UNPROTEGTEDC.ONMBUSTIBLEM " DE HD APPLIANCE CLEARANCE ON�x, 0 x 1Z P PG -} - " UNFIN T SAT W ( ON 20"x 10"P.G.FOOTING 1. L , -__. - „ 51 I J015T • ` APPLIANGE5 SHALL BE IN5TALLED FT N.O. ) I 1 - 1 MATERIALS A5 INDICATED ON E �' �� 8�6 ;GEILIN6 HT. r TO.W ELEV. A IANGE TT(E TOW.ELEV= - - 4"WIDE WITH THE CLEARANCES FROM (- :! IE I - O'-0" j 'I '(R-13)CLOSED SPNAY PAM - () 1 FAD _I PPL LABEL AND IN 1 1 UNPROTECTED GOMBU5TIBLE E 1 E €I4,.: ��; ALONG IN51DE FADE `:1L15- 1 L MAt&1FAGTURERS INSTALLATIQN u, ...--... 3� ': J015T SEAT. UNFNISH€D,BASEMENT L-,' J ' �.- I- ( - _ i I HT OR DRAPED ... I INSULATION IN5TRUGTIONS. 1 11 : F MATERIAL5 A5 INDICATED ON THE 8'-0'GEIUN6NT:' - ... ._: ? _ " `'``, .... r TOW.ELEV= (-)I-I AF�PLIANGE LABEL AND IN THE L J II Iv 1 `' T HOT TB2 PIP I* °SPRAY FOAM IN5 L �' E I A . ALL EXPOSED PI INS W7/ E:. HEATIN6 DUGT5 TO IN5ULATEV A5 PER ;..•Il MANUFAGTURERS IN5TALLATION 1' o ALO I FND.WALLS-FULL,��) �-� � I N. S.CODE. I O PROVIDE FRESH AIR INTA •�� -� INTRllGTI0N5. HT OR I E - TO MEGH EQUIP PEP,GO DRA{�FD.fET INSULATION ...... ........... ............ ............. ............. ... re� ;,\ 1I • E DOSED HOT WATER PIPING AND/OZ : - •I F; i HD HEA IN6 rWT5 TO B1=INSULATED A5 PER 1 a ; 2x12 FLOOR JOISTS 2xl�FLOOR-30151'5 I 2x12 FLOOR J015T5 P�.'OVIDE FRESH AIR INTAKE O o i I ® Ib'OG. ® Ib"O.G. ® Ib"O.G. W • ` .--W MEGH EQUIP PER(ODE r N.YS.GORE o I 0 2x12 FLOOR JOISTS 112 FLOOR JO�STS ; 2x12 FLOOR JOISTS ' ' •�" _ � \ _ ® Ib O.G. Ib OG. (14 ® Ib'O.G. r...::.... ::::..................::.. :::::::::::.. i E /�� pp I j — t El 1 ' .., m �\ ' ! ; i SEMENT SLAB -' 4"P G.SLAB AMN. 2500 P51 GONG) I I FDI _..... m J f.00b MIL.POLYI IIiELE1 VAPOR...._--.._ L J .�. L : : J _. . _ - -..-... __ 1 ..._._ .._.._.< � � � '�\` � I � BARRIER FD 1 BASEMENT SLAB i __ ! = ; TAMP a F DENSI _ __O ...� ro g5 n _ •4'P.G.SLAB(M�I�..�2_��_500 P51 GONGS- ---- --O FDI E FW 21. LL 1 ' 006 -olf'E HE-ENE VAPOR € 1-0 - To X -........ ._...._..... ..... ... ..__._....[' S-0 8'-0" ;€ 10" 14 r D ` BARRIER I �f "i/ n " I Z O o i� ;� (4)2 XI2 FLUSH -r POST ABOVE _ •TAMP d FILL TD!g5%DENSITY > H Q r - _ s UNDER BEARING WALL ►nl _ 0 1011 151-0° - ............ --. : : . _ - r i m ! P05T ABOVE (4)2'912'F y :f $ F E Q 1 LUSH �":"`.�, 3 nn�1 i, 1 .. UN v, _ - . . G WALL ?a 2 FJ \ LLI r : TORELE - - - ... �.. .� �, ._,, I 2 FJ (. .' L a -_ _ 2�FJ ! _ r ...., �y Yw.€r - 5'-411 L J - _ _ _ TOW.ELY=.G-)1:-1 p : _ o ::.;: -1 ~\ \ _ 4"WIDE J015T '° 1011 51-411 I iQ , , "(3)2X12 d SEAT.T.O.SEAT 1 , _ � �I � � � •�� ,; /` 2x12 FLOOR.1t0 515 ........... ...... 1�.._ � }� o ELEV= (-)I'-I�" - <. 4'WIDE J015T = cD . /`''` .... . " _ = N ..1 (3).-2�Cl2 F�.__ : ; Q3 ..lb .<1 G. = 1..- -.. - SEAT.T.O.SEAT - - - - T - LtHo .- b ELEV= _ n = J -- q T.oW. ` 3 m ' >� 2 12 tLOOR J015T5 t_V..xQ'-0• C-6 _ L - _ € Fk / - r : ':' EI o 2x12 F JOISTS UNEXG NV. : E HD r - --- ! ® I b"O.G. 4"PL.SLAB WITH :...,. I m _ __ , E _ ........._...... ....... .............. ._....._... . ...... ............ ..-� . _ - .-.. 1 3'.-8:'. ...c i -2" `• Ill T.O Ft , 0/10 W W.M. 7 r` oo ao .- _ _ UNEXGAV. 2x12 FLOOR J015T5 E I �; ' f 8°' 4" - -J ! __ ' = BERMESH. D Q N a N M � `° N `° ELEVlt -0, Q .. b I ..-. ...--... x P.G.5LAB WITH ® I "OG. E ' . - OR FI \ I : •, 1 `N MIN.3500 P51 o N N M M M U; _...._.. _... _.....__ — N - 7 bxb,10/10 W W.M. '-.. ...-.. -'- _ _ .. 4 811 .' 8 1 ' GONG - q' 10'1 I O' 41_/" r lP r FD1 OR FIBERME5H. ..._-...� J o I! FD€ n n MIN.3500 P51 - B u, 811 GONG. I Il pn :`� XI - _ _ e 4 #5 CORNER REBA 4'-0" W .......... 1 1 p11I 351 AB SEAT g 3 B B C-6 r 4-b I- q 10 - �' C-6 C-6 C-6 2"x 10" : LE65 ® MIDPOINTHot __..._ _----- FOUNDATION HAL I'-6" 5LA5 SEAT _-__ .---_- L FROM TOP d BO M. C::..._ _,• _... -_.. #5 GORNE KEBABS W/ 4-0 2 (3)2 _ -A' :% -_. 1 HD i - — LY%U��% z (n (n • i XI2 FLUSH� - - LE65® MIDPOINT OF p UP 14R I ! :s -4 ::: 411 WIDE JOIST - p z to w w •I- .......... ............. .... (2)2X12 FLUSH FOUNDATI N WALL 8 I'-6" p (2)2X12 FLUSH 2x12 FL JOISTS -- €{ 0 0 o Q o g g a a :�. 3 AT.T.O.SEAT > a o 0 ., O 2"XI2"FLUSH _ FROM TO 4 BOTTTOM. ! �n 6 ® If" .G. > > > w > > Q ` -(-)1'-1�N a� w w w w w w - I ! it ,'/ I n 1 1 u 2' � 0' w w Q' m V U V XGAVATED TYPICAL l € RAGE SLAB 8 14-2 s 2-6' ;•; 0 1z 4'WIDE JOIST 3`-`1 UP 14R . Q 4 P.G.SLAB(MIN.3500 P51 GONG) SEAT.T.O.SET i h S'` - 2x12 FLOOR R JOISTS --`-� i O 3 REINFORCED WITH bxb,10/10 WWM. ELEV= (-)I'-I " ` ! ® 1 :" .G. UNEXCAVATED TYPICAL O «TAMP d FILL TO g5 5 DENSITY :i! n o 1011 2'-6111 : - -� 14'-2° 811 64ARA N 7 WARDS GARAGE DOOR 2' s j )2"XI2"LUSH 3 / GE 5LAB 6ARA6E 5LAB DO SLAB(MIN.3500 P51 GONG) (3 — _-. __-_ _---------€ REINFORCED WITH bxb,IOAO W.W.M. O i w ? _7 •TAMP d FILL TO g5SK DENSITY _ mm \ 1 HD . n 15LOPE GARAGE SLAB DOWN 2' ~ ° I: N 2x FLOOR JOI 5 E(8)2X12 FLUSH .-.-. TOWARDS 6ARA6E DOOR N ! _. ' w Ib O o F. t....�- t f ! H // (}leu' G. v ) 11_011 I 11 II ` I II .., II 2 12 FLOORJ015T5 Il-10 8 I I-8 2-6 O 1Z a lb"0.6. A S" P.G.FOUNDATION �r 1011 2, b„ II'-8" 18 17'-10" I'-0 I I WALL WITH OJ o DAMPROOFING ONLu I6"x W OP P.G. 4"WIDE JOIST HD W a O w TOP OF WALL FOOTING 411 0 8 P.G. FOUNDATION L SEAT.T.O.SEAT •`� I WITH DAMPROOFING ON ELEV= ()I'-I " HD 4"WIDE J015T f'i Ib"x 8' OP P.G. FOOTIN E DN- -I'-2" Z SEAT.T.O.SEAT TOP OF WALL _. -_._- O q II •-.----.-- ....-._.... ...... ON= -I'-2" _.._. _. ___--• - _. ._. - 2x12 FLOOR J015T5 LLI n '� 4 _ r ELEV= (-)I-1 I . . a� 0 i-•-•( v o AB AE3 AB ® Ib"O.G. Q ' m III 411 loll El 2x12 FLOOR J015T5 :> : ,,` 3 loll ® I6"O.G. oAB ABAB FD 1 v w _1 101 111-4" m 10" HD -Q HD z 0 0 ( 7-..J o 3 w W_._- V::::::::ti.- ...-E 2 N HD 1 O I I HD I 1 II FD 1 //•� ..... ...... ... .. ........... .. ..... ;........ _ - I -oil I6'-0"M.O. I'-8" I'-4" 161-011 M.O. I-0 Lu 2 LINE OF FRONT OF (� �� R n 1 " FOUNDATION WALL® SEN ERT �/p 2'-0" 2'-b 2'-b 13'-0" 0-8 18-4" 13-0 2'-b 2-49" 2--0" BEDROOM#2 UNIT 10 ,r •� cym y 1 " '� r 11' C 38-8 A A C P r, _,® , m m !, a, nom. z n -1 UNIT 10 UNIT 9 ° y' ,� W YOR .. ........ . .. MODEL C (FESCUE)- MODEL C (FESCUE). Jo UMBER • • t016023 W MULTIPLE LVL GIRDER GONNEGTION5: GENERAL GONTRAGTOR5 AND 5U6G0NTRAGT0R5 TO REVIEW THE5E < SHEET NUMBER HD= HOLD DOWN GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND FOUNDATION PLANUNIT 10 UNIT 9 DUET CLUSTER FOR ALL MULTIPLE LVL 61RDER5, LAG BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDING ANY DIMENSIONAL 0- AB= ANCHOR BOLT5® T06ETHER W/ 1/2" BOLTS ® 2E-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 Z 5TR 67 5W MP5LL5 N FROM TOP $ BOTTOM, $ MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWINGS. DIMEN51ON5 1�� =1�-�� (MODEL C) (MODEL C) FOUNDATIt�N PLAN W C � 2 SHALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR COVERED PORCH _0 0 UNIT q- - - -10' 5GUARE HBda PERMA GA5T GOLUMN _ _ _ _ _ _ _ _ z o #4b382 W/SQUARE FLAT GAP a BASE o 10" SQUARE HB$6 PERMA -(3J 2 8 -�I Lu E (OR EQUAL) - GORNER COLUMN TO BE o N GA5T GOLUMN #46382 W/ - - - - PROVIDED W/SPLIT KIT 1 v A A SQUARE FLAT GAP 4 BASE C ' I U C-7 C-6 CENTER LINE OF T I I bxb P.T.P05T WITH 2 HOUR FIRE RATED GOLUMN Q TO PROVIDED C-7 I 14'-2" I 51MP50N BG52-3/b P05T ❑ bxb P.T.P05T WITH 1 14'_2" I RE515TANGE WALLI I GAP ANCHOR 4 51MP50N z E) 51MP50N BG52-3/b P05T Q ( A55EMBLY 4 W/SPLIT KIT I I ABUbb P05T BASE(TVP 0 L_ rn `m o GAP ANCHOR t 51M(TypP50N 2 0„ I 13'-2" I II'-0" 14'-2" g 14'-b" II'-O" I 13'-2" I 2'-O" -'v L COLUMNS) o U .� m AT31166 POST BASE I i s� V `Nm -ALL GoLUMNS) I GOVERED ' (2)3016 TR (2)301b TR (2)301b TR 9 o 0 (2)3016 TR AL16N TOP OF COVERED +� N 1 (2)3050 DH Q (2)3050 DH (2)3050 DH (2)3050 DH a:l I� F-• � I? PORCH li ® V-0'HD HT ° ® 8'-0'HD HT „ ' �N50M5 PORCH I �.- 51-b" � z - „ „ „ ® 8-0 HD HT 0 b-0 HD HT I b-T b-f - 5-b b-10 7-4 7-8 6-10 5-b' 5-6 - b-1 6-7 z U Q m co 10 ALIGN TOP OF _ I _ x� � M = TRANSOMS I° 1q Iq I N o U a o v N r - - - ,I- - - , DI IP u' ❑ U u') co Q c�vl I la I � la HD L - - JL - - - J HD I ryl I (2)2X10 HDR ll a01b TR 1 ('� _ HO L - - - J L -� - J HD 4 r--'`� Ib TR� bObO 5 6L. DR W/ I I a 1 g016 TR e `�' F - - - _l r - - 1 "' Ho ry (2) IS" IDELI6HT5 1 b080 5L. L. OR W/ Ib TR (2)2X10 HDR J HD L - - L - - - J I I (2) 18" 51D LIGHTS b'-0N � I Q a �' I I I I 1a "' m - - - �r - - - � Q (2)2X1 HDR o L L J - - - 0 1 I 3050 DH I o L - - -�J ry \ / VAULTED CEILING N - - PH 1a _ _ _ J HD \\ Iq BREAKFA5T - 0 Z I DI - - - - - - - - iy - - L J VAULTED CEILING \ (2)2X 0 HDR \ D1 / AREA z 5.25'x 117/8'L HDR HJ O - - - - - - - - - - BREAKFAST \ la - HD e \ / 4" I 14'-D" I 4„ 2'-O" 4'-2" 3'-0" 14'-0" b" m ❑ m _ 525' II 7/8"LVL HDR AREA ' \ - - - - - - - D�/ I I 21 "G' I 2816 TR® U) m „ „ F 6 141-0713-0 4'-,2" 2-0 '' 4„ i 14'-O" 1 4„ I I I DI - L J 8'-O'HP HI= z O 2blb TR2852 DH® I I I I 13'-0" Y CEILING 21 "G I I I in o 6-0'HD HT L J DI I I I I MASTER EDROOM I 1 r-- O m FAB Ln � �0 1 I 13'-0"TRA CEILING I I I I I p II VAULTEDCEILING LL PRE- I L_-J1 FIREP AGE MA5TER BEDROOM I I I � I I 6REA ROOM O �) rn VAULTED CEILING 11 :r1 p I 1 I I I I Q V ❑ v `'' FIRE PRE-FAGE GREAT ROOM IL_-J o 1 I 1 2 1 i i VAULTED CEILING '0 TEMP 6 DRS Ps _, - 1 I i 0G 00 KITCHEN 1 w P� Y m 6L DR5 o cN VAULTED GE LINO i 1 RA15E0 RTH KITCHEN o0 0o ENERGY N � 1. ENERGY CODE STANDARD. PRESCRIPTIVE PATH AND ALL SECTIONS OF RATS D HEARTH I / 4" 4" \ I 4■ M'--� ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEI FO OWE ( I I I 4 �'-O" 5'-0' 3'`14" 4" b'- b" i2i_o. o 2. ALL CONS UC N OMPLY WITH THE 2015 INTERNATIONAL ENERGY �° I I 2816 TR® r. CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION p 4' I „ ' 4.. 4„ v - - - n , 2- b I b-4 6 b 4 3,4-, 5'-0" 5 d� 4 '� I I 2852 DH Lu �1 w SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO en ry " Lu EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 6 2816 TR® I I �° ° / \ 1 ?�� 'lbb� '` L J 8-0 HD HT Q 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 2552 DH 1 1 - q O CEILING ' - POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. 8'-0"HD HT ? -p - q'-0"GEILIN6 WIGL 4" '-0" 4'-2" 4 -- ' _ _ -------- - .. .. -------------_. .-. 12 00 CERTIFICATE SHALL COMPLY WITH IRC N1101.14. L J �8 b°� �WIGL� �� _-CANTILEVER __,_._-_.___.___. D1 ❑ O � I I � �' �s8 LIN. PANT. (2)2x12 FLUSH - n, 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND 12 q'-0'CEI INC INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING -- - -- - -- - -- 4 4'-2" 4" 2'-O" 4" q'-0'G ILING 1 I I q-0■ r SURFACES. DI CANTILEVER - - Y `�� WIG �WIGL� I- -� _ CEILING 4.. 4, LINE OF SECONDlz I I rn (2)2x12 FLUSH PANT. LIN.. .�° I INT RG PRTN FLOOR ABOVE I ( I I ( ) 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE � F 7 „ :�: .,, % ;� .''�: . ,� ,, ,:-,; - - - � - - � _, L J � V SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA USTED IN TABLE I I I LINE OF 5EGOND „ q-0 I o m (3)2816 TR 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY I I FLOOR ABOVE 411 _ 4"': CEILING _ L J X (2) 2X12 ® END VAULTED GEILIN6 I F -1 (3)2852 DH ❑ FNNNNNNII SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. I c� - - - - _ INT BRG TN I 3o"ATTIC .` - - v DINING AREA I I I 8'-0'HD HT Q 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED (3) 2816 TR® I x '' WC AGGE-56 F VAULTED CEILING (2) 2X12 ® END HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL 8'-0"FfD2 HDT I I �' I DINING AREA `r _ z 22X HATCH NOTE "A'CANT' FJ �® I I (2)2668 BIFOLD DOORS L J U x BE CONDUCTED BY AN APPROVED THIRD PARTY. - 0a 30"ATTIC " ? r'6 � LOW(2)2X10 HDR-' ry F 10 5QUARE HB46 PERMA z WC © q-0 CEILING 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO I I ® ACCE55 EF �6 5D® c58 m q'-0' 1 ,ao m I '" CAST COLUMN#46382 W/ LL' L J x (2)2668 BIFOLD DOORS_ I I SD NO 'A'GANT'L HATCH I MASTER CEILING I I I SQUARE FLAT GRP d BASE o A MINIMUM OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS 10" SQUARE HB+(6 PERMA I "' I `r ON R - 21 'G I I ❑ 1150 ,00 q To CEILING © BATHROOM (3)2X6 I (OR EQUAL) - CORNER LESS THAN 3° IN DIAMETER. r ry - LOW(2)2X10 HDRq1 - GA5T GOLUMN#46382 Wl I I "' I I �� I q'-O' m ' EF 4" 10'-4" 4" 3'-4„ ❑ 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE O _ " ' 4" 3'-10" 4" O DI POST L J COLUMN TO BE PROVIDED O SEALED. lz SQUARE FLAT GAP BASE I CEILING MASTER (OR EQUAL) - CORNER I I (3)2X6 21 "G -I �`' W/SPLIT KIT ° _ l -' 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR COLUMN TO BE PROVIDED l L J P05T D1 Q DN 14R 4 3_IO 4 54' 4 BATHROOM1-4" ° GL 0 HD LEAKAGE BY AN APPROVED THIRD PARTY. W/SPLIT KIT c� t O"x TUB 0 I AN f Iq 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. HD g GL 0 Tl� P 'S". RED I ff 5016 TR m - `' ° I I GmVE D1 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 6 - `r `r x � 0 0 1 ( ORGH - 3 2xb HDR DEGREES OR <55F DEGREES SHALL BE INSULATED � T- - WfTH R-3 MINIMUM. Iq COVERED I I 5H PAN I I 2868 INSUL DR- V LTED GEILINQ I 1 I 3080 EXT IN5UL DR lz m 5016 TR DI I I1 „ „ I ' 45 MIN.FIRE ' _ = FOYER i I s'-4" W/(2) 12" r ,� ,, ,� 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE (3) 2xb HDR 1 PORGf a NOTE 5: _ _ _ w � r c IRC/IMC B 3080 EXT INSUL DR I� co I TEMP. 6LA55 RAID W/5E F SIDELIGHTS < M o � � 7 �; 1 _i = B 1-• < N N N M I� 0 N N r- C-6 VAULTED GEIL N6 _ 2868 INSUL DR- TEMP.GLASS B I PTN ON 2X4 CLOSING DEVICE b„ I 1 I o o N N M M co ri ,ri W/(2) 12 FOYER - - 45 MIN.FIRE 12.EQUIPMENT SIZING PER ACCA MANUAL S, BASED ON LOAD 5-4 I I I C-6 3'-4' 4 10'-O 6� '-4" '- m B PTN ON 2X4 C-6 I KNEE WALL 2 2X12 FJ. CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS 51DELIGHT5 ��I"� F KNEE WALL I I r - - - Go2 bxb P.T.POST WITH C-6 I cr HD SIMPSON BG52-3/b P05T b„ `- CLOSING DEVICE I I I TWO GAR GARAGE I e RATER. , 1F 3'_4�' I b° IO'-0" 4" 3'-4" 1 *4'P.G.SLAB(MIN.3500 P51 GAP ANGHOR 4 51MP50N 1311GHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES 1 2 2X12 J. I I ABUbb POST BASE(fYP bxb P.T.P05T WITH G02 - - I I I GONG)REINFORCED WITH bxb, MUST HAVE HIGH-EFFICIENCY LAMPS. 51MP50N BG52-3/b POST HD TWO GAR GARAGE 10/10 W1�I M. 1 ® V o ALL COLUMNS) m 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC GAP ANCHOR 4 51MP50N 0 I I *4'P.G.51AB(MIN.3500 P51 I I I *SLOPE GARAGE SLAB DOWN 2' I 5D - WC Iq m CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND ABUbb P05T 5A5E(TYP I -� GONG)REINFORCED WITH bxb, -1 I I TOWARD5 6ARA6E DOOR IF 15R ° DI INTERNATIONAL ENERGY CONSERVATION CODE. R SHALL BE THE m -ALL GOLUMN5) - ' 10/10 W.WM. 'I I I ¢ *j"TYPE'X'6YP W ON 6ARA6E I RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE rn 0 cb V I * 1 b 3'-8" 4'-6� 4" EF©8'-6" b" 3030 AWN z z z o z z x x Iq W9cj ® SLOPE GARAGE SLAB DOWN 2 WALLS d GEILIN6 I o z cn w w TOWARDS 6ARA6E DOOR I c� O * ■ ® 8'-0'HD HT O O O O O Z DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENT'S OF THE D1 - O UP I5R I * „ . . (I z k TYPE X GYP BD ON INT OF Im O 1� 10-0 GEILIN6 - cn in < Ln L g a a 1 11 TYPE X GYP BD ON GARAGE Q I 5 I I LIVING SPACE COMMON WALL5 TO 'L Q m > > > w > > a g > > MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, „ © ,n b„ I WALLS# GEILIN6 I - GARAGE I m BATH #2 m w w w w w a lz 3030 AWN b 8'-6" EF - 4" 4'-b" 3'-8" _ t-'L I ° Lnl v w m v v v EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF ® 8'-0"HD HT ,2 I N *�"TYPE'X'GYP BO ON INT OF O ry o 1 REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. m O 10-0 CEILING �8 - cn 1 LIVID AGE COMMON WALL5 TO z ry I I I N 0 I BATH 2 _ I _ (I I `� HD 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC - I ^ p I I 8 N 9 - Oi I I I I INT BRG PRTN o 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED ,.. ,.. ,. . TO COMPLY WITH THIS CODE. v I LINE OF SECOND I 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR HD �� I I "-I I I FLOOR ABOVE I SD u, Cl... DI INT 5%PRTN I LINE of 5EGOND I 1 I I b"(R-21)BATTS I (4)2xb P05T N EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH Ia I FLOOR ABOVE SECTION N1103 CONTROL SYSTEMS. DI (,L Q ®� I I_, II-0GEIL N6 - H 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND '^ I I I D/2I _ I l F_ _ I I� BEDROOM #2 0 w �...� (4)2xb P05T b (R-21)BATTS �_ - - - J- -L - -= J _ INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD I I I DI - HD 2 U OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO II GEILIN6 I _ _ 4" 1b_O„ b" 12 0„ 6 2 b o 0 U } INSTAWNG INTERIOR GYPSUM WALL BOARD. BED ROOM #2 _ I L - 1- _1 - J _ I o - J- -L - - I " X Ib"LOW d? I m W Lu o o HD b" = 121-01. 6' - - _=_=_j I S'-O" DI 4, - ® � 16010 OH DR - LVL GIRDER UNDER `� = I ❑ O = Lij Q m BEARING WALL TLu (3) Ij"Xlb"LOWS HD - - N - - - - - - a `~ z W LVL GIRDER UNDER N ® 19 0 :fl 5 I/4 x Ib LVL HDR ° HO Iq '- O U 2015 IRG- 62421.6 (503.8) BEARING WALL IbOlO OH DR - DI cv D/21 - r � O o VENTING SYSTEM TERMINATION LOCATION: ry e _ - _- - _- - _- - - - e o o DI 1 Lu THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF r ' 19 HD 51/4'x Ib'LVL HDR � HD v DI v C-1.1 ❑ 10,000 BTU PER HOUR(3KW)OR LESS SHALL BE LOCATED AT LEAST D/21 D/21 ❑ PNNNNI b"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 1 DI APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT C_1.1 DI DI e 5EAT ;� 0 OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH `r `r I HO-) (2)2X10 HD 6i VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT = F- I--� OVER 50OW BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT 9 ;0 5EAT 0 F - - - �F TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL.AND HD HD DI DI o `Y' z z THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. (2)2X10 HDR ` L - - - J L - - J ry w (2) Ib TR z < a F (2 30 TR - - 1 - - - - - - (2) DH - - - �LINE - (3 o oL -(2)-361 -0H- - J C A A C ® 6-0 HD HT2015 IRG- R312.2.1 40 ® "HD 4 O C-7 DI C-6 C-6 C-7 4'-0" 4'-0" T 10 ❑LLL ��G1 BEPROOM#2 �N OBFR y IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE 2'-b" 8'-0" 2'-b" 1'_O„ Ib'-O"R.O. I'-8" I'-4" Ib'-O"R.O. 1' O„ 2'-b" 8'-0" 2'-b" FRONT BAY U G� \,rt c' C) �n `• WINDOW OPENING 15 LOCATED LESS THAN 24 ABOVE THE FIN15HED 13'-0" 2'-6" 2'-6° WALL BEYOND � �f � FLOOR AND GREATER THAN 12"ABOVE THE FIN15HED GRADE OR 2'-b" 2'-6" 13'-0" " k%4"a , m 18-8" 18-4 ` OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE < y OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 2'-0" 36'-8" 31„'x" *OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO U` 0 / PA55 THROUGH THE OPENING IN ITS LARGEST OPENED P051TIONI, CENTER LINE OF Cn * FALL PREVENTION DEVIGE5 THAT COMPLY WITH A5TM F 20x0 TOTAL LIVING AREA = 2,013 5Q. FT. 2 HOUR FIRE RATED (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO „ II UNIT 10 FLOOR PLAN I RE515TANGE WALL UNIT 9 FLOOR PLAN TOTAL LIKING AREA = 2,013 Fw Y�F l u }�I /� ASSEMBLY .............. . .............. . ........... RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FWLY NOTE 1rt : 2X12 FJ C� 1611 0G. 1/4"-1'_0" ,5 1�4"-1'-Q" LIYIN6 AREA= 1,59q 5Q. FT. JOB NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL C (FESCUE) LIYIN6 AREA= ' qci 50. FT. MODEL C (FESCUE) GARAGE AREA- 377 5Q. FT. WINDOW UNIT TO LE55 THAN 5.15MARE FEET. GARAGE AREA= 317 '50. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORGH AREA= 25050. FT. 2016023 NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE NOTE "5": EF =ExHAU5T FAN: 6ENERAL GONTRAGTOR5 AND 5U5GONTRAGTOR5 To REVIEW THE5E AND TWO-FAMILY DWELLIN65 TOWNHOU5E5 MULTIPLE LVL 61RDER GONNEGTION5: " „ SHEET NUMBER STAIR MANUFACTURER TO 50 CFM INTERMITTENT OR NOTE V : Q NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS * ALL DRYERS TO BE VENTED GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND UNIT 10 UNIT 9 DUET CLUSTER = ALL WINDOW5 5HALL BE TRU55E5 W/ 12" MIN. HEEL BUILDING5(CONDOS d GO-OP5)AND UNITS APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDER5, LAG BOLT TO OUT5IDE AIR PER CODE REPORT ANY AND ALL 015GREPANGIE5 INGLUDIN6 ANY O MEN51ONAL o- �� OFFERED FOR SALE,IN THE IMMEDIATE REPORT ANY 06GREPENG;E5 TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G. 2" MIN 602 CARBON MONOXIDE * ALL WASHER TO BE GONFLIGT5, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEA5URE5 z ANDER5EN 200 5ERIE5 HEIGHTS (U.O.N°) @ 24 O.G. p= TEMPERED AND GONFLIGT5 TO THE ® �, (D DE516NED BY TRU55 ENGINEER GLAZING VICINITY OF BEDROOMS,ON THE LOWEST ARCHITECT PRIOR TO STAIR FROM TOP $ BOTTOM, 4 MIN. 4" FROM ENDS DETECTOR PROVIDED WITH QAIN PANS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAwIN65. DIMEN510N5 5HALL (MODEL C) (MODEL C) FLOOR PLAN � FLOOR LEVEL CONTAINING BEDROOMS. C � 3 FABRICATION. (E;D 5MOKE DETECTOR BE GALGULATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED U) Z Lu 0 .. . ..... ....... 11'-0' PL HT AFF. . ....... ... C) k- 0 4 C) .......... ............... A 11'-0" PL HT AFF. c-s 6* r-O.I z a) :c- 0 rA rc 0.) �a OH. C-7 =3 ) g_ 4- (D 11'-0" PL HT AFF. (D oH. -#-- r-O" w "4 (V 2� !E () a)'5 C6 Lo 2 HOUR FIRE RATED L- a u) L6 0') z 11'-0" PL HT AFF. 0 x ui RESISTANCE WALL 0 < C? C) v- A55EMf3LY Lo - to —CENTER LINE OF ❑ r- 00 cl) Of 11'-0" PL HT AFF. OR (D . .. ...... ..... .... ..... _.J 111-011 PL HT AFF. OH. bit U ... ....... ..... ....... ... .. ..... ...... . FRAME 0 . ....... st; H. j ...... ...... Z 0 .... ...... .. ....... ....... . ...... ...... ....... ... ......... ....... Lj: 0 .. ... ..... ... ...... ...... z L J ... ...... ....... ....... ... U) -al z 0 _T_ --I 0 Lr) ...... ..... ..... ...... ... 0 z F_ tt ...... ...... ..... ...... _.j No�E "IR �_D "p NOTE R" A i. . .. ...... ...... ....... '4 r .... ...... ..... .. ..... ....... 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS t L THEY APPLY TO ENERGY CODE ARE BEING FOL OWED ...... ..... U) 2.ALL CON UC N��OMPL WITH THE 2015 INTERNATIONAL ENERGY ...... ..... .. ....... ....... ...... ...... ....... .... ..... CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE ....... ...... PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY llV co EFFICIENCY REQUIRED BY THIS CODE. .. ...... ..... STED ON A 411 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER MD PO 1'-4" 5'-0" 1 1-0" WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY 4_1 15'-4" OH. WITH IRC N1101.14. ....... ....... ....... bit I-0 \1t-0- I IA" 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 4" 64" 11 13, 10- 5"-0" 1'-41" (4)2xb PG6T---- EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. OH. INT BR6 PRTN ROOF TRU55 GIRDER 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE ..... ..... ..... ....... ..... -—-—-—-—-—-—- INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE < (4)2xb P05T 1z REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL 17 'A�k I- it ;: : 1 INT BR6 PRTN 0 U) COMPONENTS AND VERIFY COMPLIANCE. ROOF TRU55 61PDER TUB RAIL K�/-`A/I/ X/ 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS k, i z THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN . . ... it w APPROVED THIRD PARTY. RAIL EF [4" 15'-2" i 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM =TLb 0 C) OPEN TO FOYER BELOW 0 OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3" IN 1771- &-0"CEILING 8'-O"GEILIN6 DIAMETER. 1z 4" ATH 3 LOFT �N 5R. RAIL 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. OPEN TO FOYER BELOW (oil &'-O'GEILI \ If t NG bit 6-0'CEILING III b"L, 31 4" -8)" 1 1 -21, 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY 150 F LOFT AN APPROVED THIRD PAW. ON]IVR / -1 BATH .... ....... RAIL 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. (911 _611 IbI -Olt 4" 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR ..... ...... it OH. <55F DEGREES SHALL BE INSULATED c6' bill -211 WITH R-3 MINIMUM. 31 OH bill 4 I . 9 \11� �- vi 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC/IMC I t < C� cl� P,.: 10 Q M ID CO tO AB� Zo 12.EQUIPMENT SIZING PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACCA 411 [bit' 5-0" 4" MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 11/1 C-6 13LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE Lid HIGH-EFFICIENCY LAMPS. IGH F ... ...... ....... 14.ALL WAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 t ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNAMONAL ENERGY bit CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR L 5'-.2" 4 2-6' 'bill 5-011 co C14 TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF L2) 2' z to 0 z z 0 z z ...... ........ z ...... ....... Z 0 w w 5H &'-0"CEILING t THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEM 0 0 0 F 0 0 Z _j _j 17 S (NEW, EXISTING OR Aj--� FLU' �7 b -Olt 1( 41, BEDROOM #3 UPGRADED 51 2.-bl, > > > w w w w _j W W STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR (2) 211Y01" BUILDING DEPARTMENT. w w 0� m 0 L 7�1 1: 6-O"GEILIN6 FLU5H 11'-0" PL HT. 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 2015. LN: -oil UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH BEDROOM #3 '91F II'-0" 0.1 : 1 -1 1 LLN�� __--- 51-011 5- J- OR A A THIS CODE. 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR' EACH 11'-0" PL HT. SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SEC1nON N1103 OH. (91, A -0" A bill CONTROL SYSTEMS. L z= (TALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN r 6-0" PL HT ACCORDANCE WITH TABLE R402.4.1.1. APPLY AFRESH BEAD OF CAULK TO THE TOP z : i I /�\ \ OR W AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. N c) 2 C-9 2Xb HP L -0. /(2)2X6 HI?k'd 0- _011 PL HT 5.: OH 0 C) =z r--- ------ CN Lu w LOWER PL HT. C72421b (503b) > 2015 IRC- L 2Xb HO 2Xb HDR w 30'2 PH W52 PH w VENTING SYSTEM TERMINATION LOCATION: THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT 1'-4"16 HT 1'-4'10 HIT 0 ..... ...... ....... ...... ....... ....... ...... .... ....... ...... ...... ...... ....... ... z OF 10,000 BTU PER HOUR(3KW OR LE55 SHALL BE LOCATED AT LEAST LONER PL HT. t OR 0 bm FROM ANY AIR OPENING INTO A BUILDING,AND 5UGH AN APPLIANCE WITH 305 OH 3052 PH t F/5 AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER r-u, T-4"HO 14T 1'4' HD HT uj 0 HOUR 5HALL BE IN5TALLEP WITH A q INCH VENT TERMINATION CLEARANCE, 't q'-O" PL HT AFF. OR ...... ...... ...... ..... ...... ....... ...... ...... ....... .... ....... ........ ...... ..... ..... ....... ...... ....... is AT!_EAST A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF THE El L VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEA5T 12" OH. 1 FRAME ABOVE GRADE. I AF' AND AN APPLIANCE WITH AN INPUT OVER 50OX BTU PEP,HOUR SHALL HAVE q'-O" K HT F. it OH. w 1_6L _j _j -— r - - - - - - - - -T - lc- 0 11'-0' PL HT. OH 2'-4- . ..... ...... ....... 24" 241 211-411 24" 214" 21-411 24' ff................... ...... ...... ....... .... ...... z -il. I—_ ... 1111 . __ z ---- ---- ----- — ----- 1 11" bi L _j _j 2015 IRG- R312.2.1 < < < 11'-0" PL HT. z fr m L) b. 41 bit D IN DWELLING UNIT5,WHERE THE TOP OF THE 5ILL OF AN OPERABLE WINDOW L"', .. ...... ...... 4' 7-6' 4'-&" 4--b" 2-b" (D ... .... ..... OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FIN15HED FLOOR AND cf) ....... ... .. ............ GREATER THAN 12"ABOVE THE FIN15HED GRAPE OR OTHER 5URFAGE BELOW w 4" ON THE EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW 54AI-L COMPLY WITH ONE OF THE FOLLONIN6: 3'- 121-0" 5-4" FN 5-411 12'-0" e 31-0" AV GIS F lirl UNIT 9 OPENIN66 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO PA55 UNIT 10 �,o R 1� THROU614 THE OPENING IN ITS LAR6E5T OPENED P051TION. A C, A rc •FALL PREVENTION DEVICES,THAT COMPLY WITH A5TM F 2040 CENTER LINE OF (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION To RELEASE THE MODEL C (FESCUE) 2 HOUR FIRE RATED MODEL C (FESCUE)- op rn CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,5HAI-L NOT N�v 0 1 RE515TANGE WALL REDUCE THE NET CLEAR OPENING AREA Of THE WINDOW MIT TO LE%THAN I ASSEMBLY A 5.1 5WARE FEET. �'J C9 SECOND FLOOR PLAN SECOND FLOOR PLAN 1/4"1=11-011 LI'll AREA= 414 50. FT. 1/4'T=11-011 LIVIN6 AREA= 414 50. FT. E u EF EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UE3rONTRAGTOR5 TO REVIEW 016 0 2 3 ONE CARBON MONOXIDE ALARM IN NEW NOTE w ONE AND TAO-FAMILY OWELLIN65, HD= HOLD DOWN MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE "V111: THE5E GON51nGTION D=MENT5 UPON REGEIFT FROM U) SHEET NUMBER IR b. 4 r," , NOTE: 5TAIR MANIFAGTURER TO OE5161 5TAIR5 TO 20 GFM 6ONTINUOLIS, ARCHITECT AND REPORT ANY AND ALL 015GREPANGIE5 < TOWNHOUSES AND DWELLING UNITS IN FOR ALL MULTIPLE LVL 6-71IRDER5, LAG BOLT " ALL PRYBR5 TO BE VENTED UNIT 10 UNIT 9 DUET CLUSTER GROUP R-2 BUILDINGS(601,1005 4 ALL WINDOWS SHALL BE MEET ALL APPLICABLE CODES AND TO TO OUT511DE AIR PER CODE IN6LUDIN6 ANY DIMEN51ONAL C ONFLIGT5, IMMEDIATLEY TO CO-O%)AND UNIT5 OFFERED FOR SALE, ANDER5EN 200 5ERIE5 REPORT ANY 015GREPENGIE5 AND GONFLIGT5 TOGETHER N/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, CO2 #ALL WA5HER TO BE z (D TEMPERED MKI GARE30N MONOXIDE ARGHITECT FOR GORREGTIVE MEA9JRE5 PRIOR TO IN THE IMMEDIATE VICINITY OF TO THE ARGHITEGT PRIOR TO 5TAIR FABRIGATION. cLAzINc, FROM TOP $ BOTTOM, I$ MIN. 4" FROM EN05 DETECTOR PROVIDED WITH DRAIN PANS CONSTRUCTION. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL 0 BEPROOM5,ON THE LOWE5T FLOOR (MODEL Q (MODEL Q F LOOR PLAN , LEVEL CONTAINING BEDROOMS. 5MOKE DETECTOR BE GALUoLATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. C � 4 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: 16-2"GABLE WIDTH U) INSTALL IGE 4 WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO bxb P.T.P05T WITH z MANUFACTURER'S SPEGIFIGATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED 51MP50N 5G52-3/6 P05T bxb P.T.P05T WITH w PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. I6-2"GABLE WIDTH GAP ANCHOR 4 51MP50N 51MP50N BG52-3/b P05T Q oABU66 P05T BASE(TVP j GAP ANCHOR 4 51MP50N - , ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING U NOTE: ALL COLUMNS) ABUbb POST BASE(lYP O LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN - U APPLY IGE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR,ROOF DEGK = -ALL COLUMNS) p PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING Q= _ ............. ..._ .... _........_ ......_....- AND MEMBRANE ARE AT TEMPERATURES OF 40°F(50G) OR HIGHER. CODE. - o - - -� - -DO.. I O L P CENTERLINE OF 2 HR FIRE ..... ""'-'-(3)2x8-P.T:'FIRD_ .. ...._....... .... .._; a) Cc PRE-EN61NEERED ROOF C A RE515TANGE RATED WALL A C in TRUSSES PER TRU%MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE " _ -' _-- ---- -- - - -------- -.--- CARRIED THRU HT STRESS DESIGN: - - _ - - I I-0 PL . _ ASSEMBLY ED C 6 C 7 D O __. ._.. i I ATTIC TO UNDERSIDE OF I I (... .. ............. .. (3)2X8 P:T:'61RDER" � „ � U > N po D (EQUATION 16-8) u ROOF�6•-TYP cD 12 12 i i N ' 1'-0" ' 1'-0" F � vu'i m Z _ SIMP50N STRONG-TIE D + L EQUATION 16-9 -, a I— a E � C6 Lo 5 MT5 5TRAPPIN6(LEN6TH5 VARY) ! D + S (EQUATION 16-10) I _ O o cn - rn IN i x a M Nl U w co c? r�oP OF TRll55 HEEL THING To D + .6W (EQUATION 16-12) 1'-0° q If o q �� I'-o" _ \ D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) oH. OR ( I ❑ V I I 11'-0" PL HT. I . U M HEEL HEIGHT VARIES-SEE TRU55 DRAWINGS FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = i AGTUAL HEEL HE16HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL v I E HATCHED AREA INDIGATES 4 0 I IN a BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 . . " LOCATION OF FIRE RATED ROOF - X: �� ' N R I I-0 PL HT. " I I-0 PL HT. I N OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND ' 4 WALL SHEATHING,4-0 FROM 2 _ SPEED (101 MPH BASIC DESIGN WIND SPEED) IN :�) o = I C-1.1 I'-p" I — — — — — — -1 -' o ALIGN FASCIAS EXPOSURE CATEGORY B. x, ; - oH. 12 N E I I 0 PL HT. VARIES �I 2 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE E L — — — — — — I I'-o" FRAME FOLLOWING DESIGN LOADS: W.._..._..-.[J.;_W:::•• W:1.;.•`:: :: W... ::: :_ `...... ........... oH. ALIGN FASCIAS C 1.1 oH. ✓f ,, Z TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND I >r Wim_ _ I "....- ............. I LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD ( ! _ ✓ '' I` %%Y` __ UP LOADS AS REQUIRED BY ASCE7-10 TCDL = 15 GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ; II /......._ '::: ::: .:::: ::::......::::......::.. ...:..' :::,! ..,/: ... , l ! L......... r2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE w'./ _... ........ " r___ _.. -... i._. - - NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. ' i >; ✓ ,' / `:'/\�r;:__ __� / 8"FASCIABD BI-� _ f. -.. ------ ......._.._ 12 12 0 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD // `; / :•` ''; ./%::'% � q q DEFLECTION OF THE LESSER OF L/360 OR .75'. /' / `` : 'E /' '%' :'` f 'i 12 12 ` % /` I I Ln /°' TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO a(— a ;'/�%:'` VENTED VINYL 5OFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR 3� ``/ i % / ``/`` '. S O TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL ! INCLUDE THE FOLLOWING INFORMATION: ; _ �, I I /:` ::: : / '': -Yi -----• ---' 1. DEPTH, SLOPE IF ANY), SPAN, AND SPACING. 1 /'' / TRAY GEIL. INT.BEARING ( ) / �.. .: / i`/ / WALL BELOW ! I 2. LOCATION OF ALL JOINTS. �, (.....-. : / - -- - - 3. REQUIRED BEARING WIDTHS. - INT.BEARI -�- / /: j� :''./ .' i' ` �' 6" TRAY GEIL. /`` /' : ` // /, .. .c..; �:::::...... oH. LEADER To DRYt LL- 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. ! I I WALL BEL,N ! 1 4.2. TOP CHORD DEAD LOAD. .R. I 4.3. BOTTOM CHORD LIVE LOAD. b., I. ..... :, :n : /;'. :./ l `. - ' OH. I 13 4.4. BOTTOM CHORD DEAD LOAD. ' •` Ij; � '' '� � "' • ob 4.5. CONCENTRATED LOADS AND THEIR POINTS OF i NOTE "R" r _ APPLICATION. I _ ! I .:.. 14I j / / ............. ............. ............. .... ....... _ �_..........3 4.6. CONTROLLING WIND LOADS. 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTORDETAIL DESIGN VALUES FOR CONDITIONS OF USE. _.. ' - - N "' .. / m 6. EACH REACTION FORCE AND DIRECTION. ` i/". .' .•...`. /.. __...._ con 3 .. ............ 7. JOINT CONNECTOR TYPE AND DESCRIPTION E.G., SIZE, . -_. _...__.... NOT TO SCALE C - 5 El THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION / / I/ ;�'``/j/'� ........... i ( O OF EACH JOINT CONNECTOR EXCEPT WHERE I _........ ...._...... ._.. .......... / _.. .-...... _ SYMMETRICALLY :: ,: r /✓ , ... LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 3 ; NOTE' I.-. ,✓ . , 1.Ir'` ro/' N / ,. GA MIN THICKNESS GRADE A GALVANIZED STEEL : INSTALL HALF OF o PLATES. .. / .�//:` . / . ,� ✓%,� / / .,;' to FASTENERS® EACH o S I ;__.i. .. . ... Y _.: ..._........ / , /''' ' i END OF STRAP 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH ti % :::;/ /, '/ /:`. /: E F- A ✓ ;` /``` '/✓' INT.BEARIN6 � (3) 2X6 P05T e MEMBER. I \ /% ./. /: % :/,.' /, I ` ✓ Q / ::///:: ✓ ' / WALL BELOW € H 9. CONNECTION REQUIREMENTS FOR TRUSS TO /::''`..�.. ,' "' .I",.,......... ..:., ,._.,;....::._ ROOF TRU55 61IRDER I. I >............. ............ ( ...... .. ...1 : _._. ✓ /.. ✓ - - - - - - - - a GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD --- --..... 1/ ".://if.//_1/ J// //l/.._://%'/✓ //li/,//'//%/ II/ /� „” SPLICES. INT.BEARD �, / �. . �'' f,."r! , �,` ~ U - 11'-0" PL HT. �E Z ® 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. 11 I ROOF TRU55 CARDER �-BEOW '�' ' '/'' ; /'` I w ;7, ;,.' _:. ,�. �� 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS /lll /il I i MEMBERS. �T...:":.. .....� . ... :TRUSS D6E W/VENT ° ° e � , 12. REQUIRED PERMANENT TRUSS MEMBER BRACING II'-0" PL HT. 1 I! ! ' _ I:=` `/' 12 O o -rIe rlb LOCATIONS. E �' _ mf' �E // i —I q o Ei i 1' ' ° o !.z:..' I TRU55 RIDGE W/VENT ...... .._. ...... ...... .....:.. ..:/ .::/%../ . - I o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH �'✓ E oH. o q ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND '! '`/ ' / ` I �,, / . ' (3) 2Xb P05T r ne MANUFACTURE OF METAL-PLATE-CONNECTED WOOD I=_p I'! Wil ' ' ;:: / j. I ! --- -.-;:I II __ .. TRUSSES SHALL COMPLY WITH ANSI PI 1. THE TRUSS OR '% :' ! 14-10d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (3) 2Xb P05T I I'' i ., , t /' _ / / /: I I ---- NOTE.ORp......... (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF [; -' ""'- "-' """' --"'Ij j i /�:-{. %� NEW YORK. ✓;' /a: : _ 1._ �.: OH. * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS _.. ,,.... ....... , f. : : ....... ....... ...... ...... .. ...... _..... .._. - w . 1._b" _ NOTE R _._ ,; - - ..._ S _<<3 .. O Ip - �.._ _...� ;.. __.. .. ..._ L__ ...._. .-_... ...._ ......ii: € _ H M O I� � � (O O> � CO OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I I - ._. / p f l -- - y�A E€ _ a N N CV 0? I� N N U5E IN GOMBINATION ONLY DETAIL RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. OH. I r �Q g, ' '' /j;' r i -- >` 1 N B o N N M M _ . ' o A 3 / y / * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH WHEN STUDS AND�RAETERS f .: /,. : I - _._ �... _.. W.. / r L f THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I .:.I,:.:. I �„ :... ,; �, _ / \ I m DO NOT ALIGN NOT TO SCALE — o .:..... ....... ...... ...... ..... ... :j; / :x. .:.�, - _ C 5 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING B g N ® I " W o - _ ASSEMBLY TO INSURE TIGHT FITTING JOINTS. _-- -"" •"•< "l / /° .', - ill t - * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER .:;:;......:•:::: N o ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. _� IN :: : ;::: '' !... C N /r : d / ALIGN W6 TOP- .. ...... _..... ...._ i . THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I -::✓., x / __.... _ _.-.__. _.....___ L.__.. I ., -N o N/ / CHORDS OF 1 o E _._. ...... ...... .. .... N 1 - z 'I //' I i'' : ` ROOF TRUSSES L.. ,:::::::::::::... __a...I z METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR - L -- ---- -- -- F:::.'::::.:' I' / cn cn RA A BEEN _.. SHALL ENSURE THAT ADEQUATE BRACING HAS B 11 / <,r 1 .. 0 0 0 ° o o Z �' J 1 E ✓/.. . , ✓/I I ... `' Y. -�y u , cn cn Q � � g Z a a ,. CL DESIGNED AND INSTALLED TO PREVENT ROTATION AND --- - -- LATERAL STABILITY IN ACCORDANCE WITH ..... ...... ..�...... .... ALIGN WITH TOP AL16N WITH TOP ';, ✓ "` ) � .�- ' -.. �, f' = w w w w w PROVIDE LA , r o } i OR' M w m y v U ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA "� i I''':-••- •••-••' ••"•' •--'-• '-"_- CHORDS OF __`___ t: / ►- ROOF TRUSSES / ` ITE R < t •'''/'` ✓ I I �!! ;: bxb P.T.P05T WITH BUILDING COMPONENT SAFETY INFORMATION SCSI GUIDE I o z :...._. ROOF TRUSSES / . ' / j: ) „ „ N6 ( ) (° _ ,�.'.. INT )3�ARI 1 TO GOOD PRACTICE FOR HANDLING, INSTALLING & t� - 51 2-3 6 0 _ __ _ __..._ 42 5 8 I 5 8 MPSON BGS / WALL bEL.OW BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. - NOTE _ ' . �- . . " `/ '' Qv OH. P05T GAP ANCHOR o 6x6 P.T.P05T WITH :11 I / , i % ' I , 4 5IMP50N ABUbb N * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS r I / `y i 51MP50N 5G52-3/6 I'-0" I 5'-8" I' 8" 5'-8" : / Vii" _ F✓; . :`7✓ ::I I/... :1�:T1/!IIIb; y _ P05T BASE(11'P- NOTE: INT>=RSEGTIN6 ROOFS I OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN i INT.BEARING ,fl \\ — ALL COLUMNS) 2 HR FIREWALL BELOW ROOF - P05T GAP ANCHOR OH. ' ON TRUSS DRAWINGS. S I WALL BELOW „', :� CARRY TO UNDERSIDE OF 4 51MP50N ABUbb E j j // :. 6,. HEAVE ROOF SHINGLES AT * \, ' TRUSS MEMBERS SHALL NOT BE CUT NOTCHED POST BASE(TYP- /;' . / i/ INTERSEGTION OVER IGE SHIELD I HIGHC-ST ROOF SHEATHING - ---- i r :; rlT/Zl'`TT7T:lT.:: ✓ll✓Z1 /. .. DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY A(L� ) — — 6: ; ' '/ ` ` ` NOTE 'R' ° a II'-0" PL HT. Z MEMBRANE - CARRY MEMBRANE MIN. 24" 1 TVP. ; c�`� ® off• `',/./ '} �.' ✓ I - w WITHOUT THE APPROVAL OF A REGISTERED DESIGN }. /.' :'; /` // N OUT IN ALL DIREGTIONS OF r1212 12 f2 N PROFESSIONAL. , �. .'`x' / `✓ 2 J I-0 F� 0 INTERSEGTION I - * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS II'-0" PL HT. o t. " /: . /:' 12 _ 12 12 ' OH [ ) } NOTE R Y/ Z* :`/` O v m 1 Z AND METHODS OF ERECTING THE TRUSSES. THE I N �✓'.. 'i//� / .. / '. % I" - `° -i I" I w o Z W Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I'-O" 12 12 12 12 ' / 'r ;/ -_ f _J- _ Y 12 12 12 I �'` / /' ''` / . x� ry = _.. w v ui W J OH. I— _ _ ..__...::::: . cx w Lu_j 4 BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE '/,:A';� '•-" ' � � N Q- ` , ' '�`` ROOF BREAK �n &'-q" PL HT = Q lfl LL 1 INSTILLATION OF THE TRUSSES. __...! " I .......... " ! / a ::. ./' ,' °fir o �n z c� o ROOF TRU55 :.._._. ; / �/ w N - _ 8'-q" PL HT ROOF BREAK /'' / 8 I� ® N _ E1 HIP RAFTER, 12 12 SIMPSON HGP HIP a a ``' :`` , 5EE PLAN ® " 8 j Y /`` _ ,� J c_v - ❑ CORNER TIE N -L j/ ` . € 0(JF BREAK Q = IOH /-0' ': 11-0 PL HT .._..... .` / / _.. Lij C) 11490 .......... / /r NOTE 'R" 1 / /^ FRAME „ 1OH. '- } ° o //'' q-0 PL HT. I �J y II-0 PL HT. N // ;/ 0H. _. . ------.... _.__... - -- - - - - 0 co j NOTE "R" 1'-b" I I'-0" PL HT. j — 11'-0" PL HT. Z a a Q OH. 0 bi 1 0 � 0 PL HT. ._., , o o m _ U) ...... ... W 1 I1'-0" PL HT. o II'-0o" PL HT. 1S _ _ Q� I o �G REQ CENTERLINE OF 2 HR FIRE C-6 C-7 W EXTERIOR OR WALL I AA55EMBLY CARRIED THRU 0. !I UNIT 10 UNIT 9 ROOF WEAVE DETAIL 3 A ATTIC TO UNDER51DE OF �` TOP PLAT HIP MODEL C (FESCUE) -7 -6 ROOFSHT6:TYP MODEL C FESCUE � +NOT TO SCALE — — W Yo. ...'.....DETAIL C 5 GONNEGTION C J NUMBER GUTTERS LEADERS I NSTALL IGE AND NOTE R: 016023 ALL GUTTERS 4 LEADER5 SHALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PRE-ENGINEERED ROOF w WATER SHIELD PER UNIT 10 UNIT 9 DUET CLUSTER Q SHEET NUMBER MIN. GAUGE, GUTTERS SHALL BE 5" SEAMLESS, O.G. STYLE >^u ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED 5G155OR TRU55E5 H1 12" MIN. HEEL ROOF PLAN RELATED ff REQUIRED AGGE550RIE5. LEADER5 SHALL BE MIN. MANUFACTURE'S ROOF TRU55E5 @ 24" O.G. SPEGIFIGATIONS TO ROOF TRUSSES @ 24" O.G. HEIGHTS (U.O.N.) @ 24" O.G. � " " DESIGNED BY TRU55 ENGINEER DESIGN D 8Y TRUSS 1�411=1v (MODEL Q (MODEL Q ROOF PLAN 0 E 2 x3 , .027 6AU6E W/ GLIPS $ ANGHORS. CAULK $ SEAL ALL DE516NED BY TRU55 ENGINEER JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS MAINTAIN PRODUCT 8" ABOVE GRADE TO RECEIVE LEADER5 (GL05ED GAP DE516N). WARRANTY ENG w 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I G��y y �\ �o �� GORE SECTION 106h-EXCEPTION 4: 48" MIN 48"MIN (A 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY TERMINATE OPTION#2 Z AT UNDER5I0E ROOF SHEATHING 2 IF FIRE RETARDANT TREATED CODE SECTION 106b-EXGEPTION 4: G-RUNNER TRAGK2SECURE ROOF SHEATHING TO G-RUNNER TRACK ' '-CAULK FOR L11 � WALL RATING - 2 I-IR, 5HEATHIN6 15 INSTALLED FOR A 015TANGE OF 4'-0"ON BOTH 51DE5 2 HOUR FIRE RATED RE515TANGE OPTION#I � o OF 2 HOUR FIRE RATED RE515TANGE WALL A55Eh13LY WALL ASSEMBLY MAY TERMINATE AT SMOKE T16HT JOINT OVER FINISH RATING - 120 MIN. vQi STC RATING -- 61 (S= ITI�M 7) 48" 48" 55HEATHUNDERSI�IDROOF ROOF ITER SECURE WALL SF ATHIN6 TO OPTION#2 OQ C) PROTECTED WITH 5/8 TYPE X G-RUR EH TRACK TYPICAL ROOFING Z _ 6YP5UM BOARD DIRECTLY BENEATH L THE UNDERSIDE OF ROOF 5HEATHIN6 ROOF TRU55 O o Co AND IS SUPPORTED BY 2" LEDGERS ATTACHED TO THE 51DE5 OF ROOFRAKE o T- -\ TYP FRAMING FOR A MINIMUM of BOARD- o t r.. .,.. 015TANCE OF 4'-0'ON BOTH 51DE-5 - - - - "F I ;rr. n r E�'••.- 6H X , X 1 i Z V CL(J)•C JOINT OVER SMOKE TI OPTION #2 OF 2 HOUR FIRE RATED RESISTANCE TYPICAL 5101146 -----------T T---- -------F "� - f D G D r r............:.:,, ROOF' WALL ASSEMBLY.ALLOW NO L O Q x Cl) .' 4 5TW5 CONTINUED TO IDE , w c :' 2x " HIDDEN KETAL FLASHING: i 1 I U o -F,, v 1RU55E5® 24 O.G. OPENINGS IN ROOF WITHIN 4-0 OF 2 .W.. „«............._.....,.. ,":.,,....,, ,.,,.,,.,,.,...,,,..:,.,:,..., ,,,,.,.,..$ HOUR FIRE RATED RESISTANCE WALL I2 VERTICALLY 4 I2 HORIZONTALLY 1 = LO �...�.. I ......„....._._....._._........ SHEATHING ............_. .....,....__;. _,.........- -..# Or,ROOF ” aC°^o ...... . - ..;.:. . . . . . _- ............ . ._..------i�;`�:;. . .....--- ASSEMBLY EACH SIDE.MINIMUM j t _ 2x4 LEDGERS W/ I U CO GLA55 B ROOF SHINGLE TO BE OPTION#1 AIR SPACE EA. 510E OPT.#2(rYP� CO . .. �: IN5TALLED fr nn _J 2x2 x2)� LONG = e. i OPTION 2 a . . ....___...--=----...... ... �� .\ !!�� ,\ ,�j• � U56 ALUMINUM .'i IN5TALL 'TREATED PLYWOOD SHTG `� BREAKAWAY CLIPS ..-••------•••-.. .,"T' AIR SPACE ' '' z� FOR MIN 48 OUT IF LOWER ROOF 15 4� GYP. BD. OR MINERAL " - h.-=' `•. LE55 THAN 30" BELOW HIGHER Roof- SECURE ROOF Y; WOOL FIRE BLOGKI 1 SHEATHING TO TRUSS TYPICAL ROOFING it CC_T��.i.CTUR�'�.' ION .�-�. 3 I/2" (R-13 f5ATT ' ASW CLIPS OR .OG3 U� - - - — --- .063 uss ALUMINUM ' , z --- -------T ----------- BREAKAWAY CLIPS I O t�� , sr> E:�h '� 1: ��v'r ;. ALUM ANGLE CLIPS ': X� �X ; X� >�::ir'«.,�.r�, T�•. FIRE FR . ,I r�kRt:,� �,�.# ��:i..Si'D=�.;'�,L I" AIR SPACE — DOUBLE H-STUD TRAGK V AIR 5PAGE I"AIR SPACE T``• rt 's. 5GRE:WED BAGK TO BAGK ( (2)PIECES 6.P.T K I"FIREGUARD I I 1 °� -.• �. •'y: `fir f;, !J TYPE 'X"SHAFTLINER,WATER PROOF I/2'GYP.BD 3 ; I Z DOUBLE H-5TUD TRAGK 5GREWED I" G .B FILL AVITY AT FLOORS AND _�._. „-,��.w,...w..w......- ..�w...�.-.w.��._.� �._�.�w.....w -___ ----.....::, _ __�...w..,..�.w�.�,'...., BACK TO BACK INISH ON BOTH .... OR MINERAL I �>.„....,.... 1......:.......,:�.. ............... _ --......,.-� — s. _ y ...:.:.... f.y.............. �.............�—_ , SIDES AND EDGE5 I GEILIN6 W/GYP BOARD F WOOL FIRE BLOCKING i 0 �..�. t�: , ` •• -.I ;�.:-�.<.- ' � I” AIR SPACE � i, :: _._. :........ i O �.,. . F— t_........ _ 2" H-STUD TRAGK ? _.. --., . .._. ! - ..3 1 _ ILLn IEGES 6 P TOU6HROGK i i \ \ i' \ /' `� - .............._ ......... _ FIREGUARD TYPE "X" SHAFTLINER, I n x ) .. ._....�--.._...? :....._-_....,- ..... ate...._.-......_... ..._-_- ...__........_ - .- ,. - '� r, i� r'�, :^, ! +�Q ! !, \ ! -_ r � I m W� . r` WATER PROOF BOARD5 W/ �' i ,\, j' :' OZ 2x4 P.T. 51LL PLATE t ; FIBER6LA55 FIN15H ON BOTH SIDES I ,i ` i \ i _.... I \ �..._..... ti.1. El ' AND EDGES ---. _ 1 -'- " FIRST FLOOR --..... 3:' .AIR. B4" ..�.•, •., .• k, 3/ T�6 05B { ; ! . ', ••:-.: 5UBFLOOR - 6LUED I • • = y R M J015T PER FLR J015T MANUF I OPTION# 5GREWED RUN CONTINUOUS BETWEEN '' ! ="'' JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ``' CODE SECTION 1066-EXCEPTION 4: CONFIGURATION E.'i Y MAY PLATES AT EXTERIOR `:* ter, RooF rRuss TERMINATE A UNDERSIDE2 HOUR FIRE RATED ISRooF 5HEATHIN6 ITANGE HALL F IRE RETARDANT GYP.BOARD OR MINERAL WOOL FIRE ~� •, WALL ,,;�`;�! (2) 2x4 P.T.sl LL PLATE BLOCKING � ��, .063 U56 ALUMINUM TREATED SHEATHING IS INSTALLED FOR A DISTANCE OF 4'-0'ON PP �€ BREAKAWAYGLIPS :� ,;.=''% BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY ., 4" '�A (R-13)CLOSED CELL 5PRAY FOAM IN5UL "� ANCHOR BOLTS 14" LONG + # ~ ALONG INSIDE FAGS OF FND.WALLS-FULL HT '.' ° ;" ( '' j OPTION 2 U) a. " n riff. € ��:(: ....,..K:.,,�.; :'i. z; .l «� E+....,-------- ;nils ;s 'r'tt:>: NSULATION c 3 HOOK,8 11114 EMBEDMENT) DR :`�ti, GORE SECTION 7066-EXCEPTION 4. i .t V° 1�GH0 3"X3"XJ4: _.. __...._ 2 HOUR FIRE RATED RESISTANCE WALL.ASSEMBLY MAY TERMINATE AT - ` OR DRAPED BLANKET I >'.' ~ rw,.t.. 4= ADHESIVE A . R5 wr 2 HR FIRE RESISTANCE ........ ------ - ROOF RATED t, Co I # WA5HER PL ® 24 O/G. THE UNDERSIDE OF NON SHEATHING PROVIDED THE ROOF () 4 HORIZ.REBAR ° c 15 PROTECTED WITH 5/8"TYPE 'X"GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE OF ROOF SHEATHING AND 15 5UPPORTED BY 2" 1 #4 HORIZ.REAR® MID RATED WALL ASSEMBLY DETAIL O 1 () BA5EMENT .!� LEDGER5 ATTACHED TO THE 51DES OF ROOF FRAMING FOR A MINIMUM I - ' -�` HEI6K OF WALL 5rORY ° OF 015TAZE OF 4'-0"ON BOTH 51DE5 OF 2 HOUR FIRE RATED ° e SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI"� RE515TMGE WALL A55EMBLY.ALLOW NO OPENIN65 IN ROOF WITHIN r N.T.S. H 1 2" FOUNDATION WALL ON 24"xl2" 4'-0"OF I OUNDATIO 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY EACH ( , "" -- - - TYPICAL BASEMENT SLAB v P.G. FOOTING _ •4'P.G.SLAB((MIN.2500 P51 SIDE.MINIMUM GLASS B ROOF 5NIN6LE TO BE INSTALLED. .., •.�. GONG) y :, ,•._. .,' �. ° oob MIL.POLYETHELEi� % f _~,.+ ' F'\ 1f, +t rl w=r "k Q '`t:> VAPOR BARRIER 5TG RATING OPTION#I W _ TAMP E FILL TO 95%DEWATY (� N. USG BROCHURE 5A100 (FIRE RE GORE 5EGTION 106b-EXCEPTION 4: F J`,+''� +'j ' ,•5� ,�_L��L\ n OPTION#2 `• I;5 J.t:; _,.r a ° . ° A55EMBLIE5) 2 HOUR FIRE RATED RESISTANCE WALL A55ENBLY MAY TERMINATE AT GORE SECTION 1066-EXCEPTION 4. UNDER51DE ROOF SHEATHING IF FIRE RETARDANT TREATED 5HEATHIN6 Z (AREA SEPARATION WALL •.,., ° ° PAGE 22 (A 15 INSTALLED FOR A DISTANCE OF 4'-0'ON BOTH SIDES OF 2 HOUR W �.E.„-... _ ” �. '~_ ; ,, .,,_.__ t,:,:•:.:,, ,- ~; , a ° 5Y5TEM5) FIRE RATED RE515TANGE WALL A55EMBLY 2 HOUR FIRE RATED RESISTANCE �.-=� •._ WALL A95EMBLY MAY TERMINATE AT � TEST #UL DES U341 THE MER51DE OF ROOF NON-RATED U 48" 48" 5HEATHIN6 PROVIDED THE ROOF 15 O HORIZONTAL #4 ° ° ° AGOU5TIGAL PERFORMANCE = 5TG bo PROTECTED WITH 5/a"TYPE 'x' 0 ° ° TE5T#RAL-TL-bb-350 6YP5UM BOARD DIRECTLY BENEATH BASED ON 2x4 FRAME WITH MIN. 3" THE UNDERSIDE OF ROOF 5HEATHIN6 SEPARATION WALL: (Max Height - 66 ft) MINERAL HOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2"LEDGERS g 2 HR FIRE RESISTANCE ATTAINED TO THE SIDES OF ROOF SECTION 1207.2 OF 2015 IBC- WALLS, � � I FRAMING FOR A MINIMUM OF PARTITIONS AND FLOOR/GEILING 2'1 H STUD TRAGK AND DISTANCE OF 4'-0"ON!BOTH SIDES 1. Floor, Intermediate or Top Hall -- 2 in. wide channel shaped with I in. long legs formed from No. 25 M56 poly steel, Secured with suitable A55EMBLIE5 SEPARATING DWELLING CAULK FOR 5MOKE T16HT OPTION #2 RATED WALL ASSEMBLY DETAILri--� ! OF 2 HOURA55 FIRE RATEDLO RE515TANGE fQStener5 5 aced 24 in. OG. UNITS FROM EACH OTHER OR FROM JOINT OVER � , I I WALL ASSEMBLY.ALLOIW NO P �, i 2. Metal 5tud5 -- Steel members formed from No. 25 M56 poly Steel having "H" -Shaped flanged spaced 24 in. OG; overall depth 2 In. and PUBLIC OR 5ERVIGE AREAS 5HALL HAVE 2x4 STUDS CONTINUED To UNDERSIDE ROOF TRu,5E5® 24"O.G. OPENINGS IN ROOF WITHIN 4'-0'of 2 flange width I-3/S In. N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS Fj"� A 5TG of 50 OR MORE. o ROOF 5HEATHING j HOUR FIRE RATED RESI�iTANGE WALL w g 1 ASSEMBLY EACH 5IDE.(MINIMUM � coo T 6 m 3. Sum Board* -- Two layers of I in. thick sum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL# U336; CLA55 B ROOF 5HIN6LE TO BE o 04 � N M M � M Gyp y gyp p pp g p PROVIDED 5TG=60 I AIR SPACE EA. 51D� into "H" -Shaped 5tud5. TEST #RAL-TL-88-350; STC = 60 INSTALLED. G6G INC, -- Type 5LX. TYPICAL FRAME HALLS (2)PIEGE5 G.P.TOUGHROGK I" UNITED 5TATE5 6YP5UM GO -- Type 5LX FIREGUARD TYPE "x" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED _ WATER PROOF BOARD5 W/ WOOL FIRE BLOGKI 16 WINDOW FSI(DBE�L FINISH ON BOTH SIDES U) ' ASW CLIPS OR 063 � PROTEGTED HALL: Bearing or Nonbearing Hall „ ALUM ANGLE CLIPS 0 0 0 Poo z Z J J 2 HOUR FIRE RATED RE-515TANGE I AIR SPACE <n <n in Q g a a 4. Hood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cross braced at mid-height where necessary for clip attachment. Min 3/4 in. " HALL A55BMBLY 5HOlHIN HATCHED DOUBLE H-STUD TRAGK W W W � W W � a 0 Q separation between wood framing and fire separation wall. 106.5 HORIZONTAL CONTINUITY- 5GREWED BAGK TO BAGK Of � � w � � m 0 U 0 4A. 5teel 5tud5 -- (As an alternate to Item 4, not shown) -- For Bearing Hall Rating - Gorro5ion protected Steel 5tud5, min No. 20 M56 FIRE WALL515HALL BE GONwa6 FROM DOUBLE H-STUD TRAGK 5GREWED FILL I" CAVITY AT FLOORS AND o (0.032'1 in., min bare metal thickne55) Steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) goly steel or No. 20 M56 (0.033 in. thick) EXTERIOR WAU To EXTERIOR WAd I BAGK TO BAGK GEILIN6 W/GYP. BOARD OR MINERAL " WOOL FIRE BLOGKING W ~ N primed steel, cold formed, Shall be designed in accordance with the current edition of the Specification for the Design Of Gold-Formed Steel W I AIR SPACE Q, Structural Members b the American Iron and Steel Institute. All de5i n details enhancing the structural integrity of the wall o55embl including uNRATI=D 2' H-5TUD TRAGK STG RATING L""+ y 9 g 9 y y� g WINDOW the axial design load of the 5tud5, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all CODE 5EGTION 1065 EXCEPTION #2 (2) PIEGE5 G.P. TOU6 IROGK I" U56 BROCHURE 5A100 (FIRE RE515TANT UNSPRINKLERED BUILDINGS: FIRE6UARD TYPE X 5HAFTLINER, 2x4 P.T. SILL PLATE I— W applicable local code agencies. The max stud spacing of wall o55emblie5 shall not exceed 24 in. OG. Studs attached to floor and ceiling HATER PROOF BOARDS y�/ A55EMBL1E5) z FIRE RETARDANT TREATED FIBER6LA55 FIN15H ON BOTH 51DE5 6ARA(5E PAGE 22 (AREA SEPARATION WALL W tracks with I/2 in. long Type 5-12 steel screws on both sides Of studs Or by welded Or bolted connections designed in accordance with the SHEATHING TO EXTEND 4'-0" ON � CODE 5EGTION 106.5 EXCEPTION #3 AND ED6E5 - 5Y5TEM5) 0- 0 w c� AIS( Specifications. Top and bottom tracks shall consist Of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min BOTH 51DE5 OF 2 HOUR FIRE RATED UNEXGAVATED TYPICAL TEST#UL DE5 U541 �-1 } No. 20 656 (0.036 in. thick) aiv steel or No. 20 M56 (0.033 in. thick) rimed Steel that provide, a sound structural connection between RE515TANGE WALL A55EM13LY AND BUILDIN65 EQUIPPED W/NFPA 13 OR 6ARA6E 5LAB _J U 00 g p p OFFSET WALL NFPA 13R SPRINKLER: *4'P.G.SLAB(MIN.3500 P51 CONCH W H..� ° Steel 5tud5, and to adjacent o55emblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling o55emb1le5 with steel FIRE RETARDANT TREATED 5HEATHING ° REIr�oRcmWlTHbxb,lonoWWM. ACOU5TIGAL PERFORMANCE = 5TG b0 > M y w fasteners spaced not greater than 24 in. O.G. Studs cro55-braced with stud framing at midheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" MIN. AT 2 HOUR FIRE RATED RESISTANCE (I)#4 HORIz REBAR aI I a ;fl 0 TAMP d FILL TO 95;5 DEN51Tr TEST#RAL-n-88-iso ^ = Q ° SLOPE 6ARA6E 5LAB DOWN 2 BASED ON 2x4 FRAME WITH( MIN. 3 o 3/4 in. separation between steel framing and area Separation wall. Finish rating has not been evaluated for 5teel 5tud5. WALL A55EMBLY END 8 WIDE x FULL TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH 51DE Z 4B 5teel 5tud5 -- As an alternate to Items 4 and 4A, for use in Gonfi uration B only, not shown) -- For NonbearingHall RatingGhonnel HE16HT OF 2 HOUR FIRE RATED 0 w 2 HR FIRE RESISTANCE RE515TANGE WALL ASSEMBLY ° 5EGTION 1201.2 OF 2015 IBG- WALL5, v) (f shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min I-I/4 in. flanges and I/4 in. return, spaced a max of 24 a PARTITION5 AND FLOOR/GEILIN6 o F---( in. OG. 5tud5 to be. cut 3/8 to 3/4 in. less than assemblyheight. To and bottom tracks shall be. channel shaped, fabricated from min 25 M56 _y-; _A ,. _ ,_' �. �'. _ ,a ,.-,;_t-. ',' ASSEMBLIES SEPARATING DWELLING UNITS .- g p p RATED WALL ASSEMBLY DETAIL 2 �., �_.-:; ,__L ,;L a ;, 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 --.� �_ ° _. w max. 5tud5 cro55-braced with stud framin at midhei ht where nece55ar for clip attachment. Min 3/4 in. se aration between Steel framing and N.T.S. OFF-5ET EXTERIOR HALLS FI a SERVICE AREAS SHALL HAVE A 5TG OF 50 g 9 y P p 9 a OR MORE. w area Separation wall. Finish rating has not been evaluated for Steel 5tud5. (I)#4 HOR1z.REBAR® MID ° • . _J w 5. Gypsum Board -- Classified or Unclo551fied -- Min I/2 in. thick, 4 ft wide, applied either horizontally or vertically. 6yp5um board attached to HOUR FIRE RATED HE16HT of HALE_5TORY ° : a PRO�/IDED STG=60 TYPICAL FRAME WALL a ,P ANCHOR BOLT5(14 0 m RE515TANGE WALL A55EMBLY 5tud5 with 1-1/4 in. long Steel drywall nails Spaced 8 in. OG. Vertical Joints located over 5tud5. (Optional) Joints covered with paper tape and LONG + 3" HOOK,b" MIN 3 ►--( J joint compound. Nail heads covered with Joint compound. 5HOWN HATCHED ° EMBEDMENT) OR ADHESIVE z < < Q ° NOTE: UL #33b EXGEED5 CURRENT FIRE CODE 0 o o Uri 6. Attachment Glip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Glips Secured with Type 5 5crew5 3/8 in. long to UNIT IJl`�IIT 12° FOUNDATION WALL ON 24°x12" a -- -- AN( W/3"X3"X14" STANDARDS AND REDUCES SOUND TRANSFER v� - - - WASFfER PL ® 24" 0/G. "H" 5tud5 and with Type H screws 1-1/4 in. long to wood framing through holes provided in clip. UNRATED WINOOW5 P.G. FOOTING BETWEEN UNITS W 6A. Glip placement (Item 6) for separation walls, up to 23 ft high. Space clips a max of 10 ft Or, vertically between wood framing and "H" AND DOORS °° v ��oaRFo 5tUd5. a Q r o��N FRTc �O 6B. Glip placement (Item 6) for separation walls up to 44 ft high. Space Clips as de5cribed In Item 6A for upper 24 ft. Remaining wall area — below requires Clips spaced a max 5 ft OG vertically between wood framing and "H" studs. — _ — ° 6G. GIi placement (Item 6) for separation walls u to 66 ft high: 5 ace Clips as described in Item 6A for upper 24 ft. 5 ace Clips 05 HORIZONTAL #4 i described in item 65 for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically 44 i between wood framing and "H" 5tud5. 8 UNRATED 51DINO� (TYP) E 81 1. Non-BearingWall Partition Intersection -- (Optional) Two nominal 2 4 in. stud or nominal 2 b 6 in. Stud nailed together with two Sin. Ion " NF OR� y g 9 4-0 MIN. 4-0 MIN. a ° IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max I6 CODE SECTION 7065 EXCEPTION #3 oB NUM BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 2 SPRINKLER: GODS SKLER N QUIL EXCEPTION #2 2 HR FIRE RESISTANCE UNITS 10 in. OG. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED ,t UNSPRINKLERED BUILDINGS: 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 RE515TANGE WALL A55EM13LY END 8" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHING TO EXTEND 4'-0" 71 partition intersection per stud cavity. Non-bearing wall partition Stud depth shall be at a minimum equal to the depth of the wall. 2 HR FIRE ON BOTH 511PE5 RESISTANCE WALL A55EIMBLY F 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL (MODEL C 8z Q SHEET NUMBER *Bearing the UL Glo5sification Mark N.T.S. 5EE GLUSTER FOUNDATION PLANS FOR LOGATION5 FW2 1 = RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; (MODEL2 Last U dated on 2010-10-27 FW29 ! N.T.S. AT FLUSH CONDITION TEST #RAL-TL-88-350; STC = GO o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED