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Home My WebLink About42666-Z z' � fFOt Town of Southold 7/29/2019 P.O.Box 1179 co o $ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40561 Date: 7/29/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 34 Millstone Ln Unit 17, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/3/2018 pursuant to which Building Permit No. 42666 dated 5/10/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered porch, screened porch and attached two car garage as applied for. (Unit 17) The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0071 5/6/2019 ELECTRICAL CERTIFICATE NO. 42666 5/7/2019 PLUMBERS CERTIFICATION DATED 7/19/2019 Al?SujblkPluking Cont c. \S�SL- flor 0 Au )orizodi ature S�FEot TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o,,. • 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#: 42666 Date: 5/10/2018 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#17, C model) At premises located at: 34 Millstone Ln Unit 17, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-17 Pursuant to application dated 4/3/2018 and approved by the Building Inspector. To expire on 11/9/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,868.80 CO -NEW DWELLING $50.00 Total: $1,918.80 uilding nspector t ;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 2110 of I%dead, S. 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-confor►ning uses,or buildings and« » land 1. Accurate survey of property showing all property lines,streets, 'building and unusual natural or topographicuses: features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy'is denied,the Building Inspector shall state the,reasons therefor in writing to the applicant. C. Fees - ;I. Certificate of Occupancy-New dwelling'$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, ,Swi,mming pool $50.00,Accessory'building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certifica'te'of Occupancy'-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Comtrfercial $15.00 Date. New Construction: _'Old or Pre-existing Building: (check one) 'Location of Property: _ ; House No. Street Hamlet Owner or Owners of Property: b�m c es" •t to :Suffolk County Tax Map No 1000,Section 0 Block S bd'v' rsio AT 19 C' ... 7 Filed Map. Lot: Permit N _ �Date of Permit. ry Applicant: ! f/ Health Dept, Approval: Zl Underwriters Approval: Planning Board Approval: Request for: Temporary Certifi ate Final Certificate: v 50 f � ----__ �v (c1i�c o e) Fee Submitted:$ ,( Applic nt CONSENT TO INSPECTION the undersigned,do hstate: im (es)hereby 'OwnerO Nam(s) That the undersign 's) e)fe o er(s)of the premises iMV of Southold,located at r Which ishown and designated on the Suff l-County Tax Map as District 1000, Section �a'I Block ,Lot • That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Building Ins)e tor's Office foZr the gfillowin g;, That the undersigned do(es)hereby give consent to the Building Inspectors of the 'Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises .comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es)so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances, rules or regulations of the Town of Southold. Dated: ql� l ( ature l; ,&—. (Print Nan ) (Signatur (Print Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® a® roger.riche rtQ)town.soLitho Id.ny.us Southold,NY 11971-0959 c®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 34 Millstone Lane (unit-17) City: Cutchogue St: New York Zip: 11935 Building Permit#. 42666 Section: 102.1 Block. 1 Lot: 17 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 Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 53 Ceiling Fixtures 21 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors 4 Main Panel 150a A/C Condenser 1 Single Recpt 2 Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixture Time Clocks Disconnect 150a Switches 47 Twist Lock Exit Fixtures TVSS Other Equipment. 2-combination smoke / co detectors, 10-ARC fault circuit breakers, 3-bath fans, 6-combination GFCI/ARC fault circuit breakers, Notes: Inspector Signature: Date: May 7 2019 81-Cert Electrical Compliance Form As Town Hall Annex s `' a Telephone(631)765-1802 54375 Main Road " ' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT 1,��f a ° i C-._-...1 - 5 TOWN OF SO1U'l HOLD ��, o ta] t� 1 M CERTIFICATION I Date: Building Permit No. ��v Owner: 91-Wx1bjL 1e itY1 ` LL (, (Please print) Plumber: (Please print) '- I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbe ign re Sworn to before me this I day of��, 20� ANNA FIORITA Notary public,State of New York Reg.No.01FI6369364 Qualified in Suffolk C un Notary Public, _ County commission Expires �o��OF'SOUlyo� - # # TOWN OF SOUTHOLD BUILDING DEPT. °yComm, 765-1802 INSPECTION [ 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: Dv-v (1) v•V w 6, DATE INSPECTOR SOSO F UTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] 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 R MARKS• DATE INSPECTOR Ltv(&(e OA4 4�--, tl-"" OF SO(/l # TOWN OF SOUTHOLD BUILDING DEPT. lourm,�'' 765-1802 INSPECT 10-N [ ] FOUNDATION 1ST [kjooROUGH PLSG. [ ] 7FAMING NDATION 2ND [ ] INSULATION [ /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: '1h lo DATE INSPECTOR OP SOUT # # TOWN OF SOUTHOLD BUILDING DEPT. bourm1 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] F AMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKINGit "" REMARKS: 1 li In 1� YY cl \.00- -/ " -A 6w 1 tori DUUV 4 bA a Y� 1-& w/ m6doq(< �s DATE I INSPECTOR OF SO//lyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 42- 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) REMARKS: DATE �� INSPECTORV" 50U1y0� * * TOWN OF SOUTHOLD BUILDING DEPT. COUrm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION aL ril [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ' OF SO(¢ l y�0 yo * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION '' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL IVB [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR M 11 mome Energy Rating Certificate Property HERS 34 Millstone Lane Rating Type: Confirmed Certified Energy Rater: Michael Fauci Harvest Pointe Rating Date: 2019-07-15 Rating Number: MC124 34 Millstone Ln Registry ID: 936783629 Cutchogue , NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 47% Better Heating 65.1 $1314 70% General Information Cooling 0.6 $22 1% Conditioned Area 3692 sq. ft. House Type Townhouse, end unit Hot Water 10.8 $195 10% Conditioned Volume 39534 cubic ft. Foundation Conditioned basement Lights/Appliances 24.1 $324 17% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $16 1% Mechanical Systems Features Total 100.5 $1871 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 39.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 100 cfm, 23.2 watts. 2015 IECC UA Compliance Programmable Thermostat Heat=Yes; Cool=Yes 2015 IECC Performance Path ECCC New York Sta e 201 6,..-- Building Shell Features . Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 JUL 2 4 Vaulted Ceiling NA Window Type U-Value: 0.320, S 0 2019 Above Grade Walls R-21.0 Infiltration Rate Htg: 1684 Cl • 684 CFM50 Foundation W��33alls R-13.0 f�, Method Blower do r /� Michael Fauci D �f C7CJ fNJli�, C1( d� r"f Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natur l gas 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: 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 Testing Form Certified Home Address: 34 Millstone Lane City: Cutchogue Builder Name: Harvest Pointe Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-07-15 Outdoors Temp During Test: 85 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 0 No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: YesF,(]No❑ Tvpe: Furnace W1 l Boiler❑Heat Pump Q Other n t z VentinP'Tvne 3 Dra 1 S iv llaQe S i�llaQe CO, CO E tcien Fuel Tvpe j CircleT `e (Pascal)- (Forst Case atural orst Case aiural Rating:95.0 NZ PD OF]ED NDN0MgS_✓ NSA Pa. Pass Z Fail❑ Pass_❑✓Fai10 NSA PPM NIA PPM Yes ❑✓ Tie: Standard TankaIndirect Tankless ❑ Size: 75 0 Style Common Vent El Water Heater Primary: No Il Instantaneous❑Commercial (See Note S below) (Gallons) a Stand Alone ❑✓ s Z Ventine,Tyne 3 Dra t' .S in llaee Snilla_ge,(Natural) CO 'Co ' E tcienc Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.69 NEI P❑0 FIEF] N❑M❑S V N/A Pa. Pass[Z]Fail❑ Pass❑✓Fail N/A PPM 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 testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"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: A, Date: 2019-07-16 Manual S Compliance Report Job: • winghtsoftt 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.b delfino@energytestmgservices.com Project • • For: 34 Millstone Lane, Cutchogue, NY 11935 Coolihg Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 17645 Btuh Entering coil DB: 75.7°F Outdoor design WB: 71.0°F Latent gain: 3131 Btuh Entering-coil-W9:h63.3°F Indoor design DB: 75.0°F Total gain: 20776 Btuh ' Indoor RH: 50% Estimated airflow: 800 cfm R.....__.! rn i 0 6? F Manufacturer's Performance Data at Actual Design Conditions f Equipment type: Split AC c\i Manufacturer: Generic Model: SEER 16 Actual airflow: 800 cfm =D 171 Sensible capacity: 16800 Btuh 95%of load Latent capacity: 7200 Btuh 230%of load Total capacity: 24000 Btuh 116%of load SHR: 70% ,..'"�. r � u 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 of Meets all requirements ofACCA Manual S. W!ti htsdit® 2019-Jan-0716.49.57 iws.,,� � Right-Suite®Urnversal 2018 18 0 32 RSU20066 Page 1 )eCkRimor Model C MAN JSD%Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces W Form Residential Plans Exarainer Review • RPER 1 ®��K® • • (Loads, Equipment, 15 Mar 09 AFCadibtg cait�ius dMyta Header Information Contractor. Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No n Mechanical license: or MJ1AE Form`(and supporting worksheets): Yes No OEM performance data(heating,cooling,blower): Yes No E] Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No Duct distribution sketch- Yes E] No Home address(Street or Lot#,Block,Subdivision): 34 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 °F North,East,West,South,Northeast,Northwest,southeast,Southwest Total heat loss. 37557 Btuh Number of bedrooms: 3 Conditioned floor area: 3776 ftz Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 °F Indoor temperature. 75 °F Windows Roof Grains difference: 30 glib O@50% RH Eave overhang depth: 16.0 ft Sensible heat gain: 20051 Btuh Internal shade: none Eave Latent heat gain: 3558 Btuh Blinds,drapes,etc ;Depth. Window, Total heat gain. 23609 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data E(pipmenttype• Gas furnace E%iEmenttype: SplitAC Heating cfm: 685 umace,Heat pump,Boiler,etc. it Conditioner,Heat pump,etc Cooling cfm: 800 Model: Generic Model. Generic Static pressure: 0 in H2O AFUE 92 SEER 116+ 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: Q Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT C • •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) decl a re.the load cal cu I atio n,equi•me nt,-•Ui prne nt s6lectib n a nd •u ct desig n were ••ro usl y•-rf•rmed based •n th- •u i I d,i ng plan listed above. I understand theclaims made on these forms will'be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, • e. orAuthority having jurisdiction 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist W1'IgihttsOft• Ri9 ht-Suite®Universal 2018 18 0 32 RSU20066 r. hirc�a.,n Load Short Form Job: " wrightsoit4 Date: Jan 0i,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone,631-2442627 Email:r.b.delrino@energytestmgservices com I 'Project • • For: 34 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 I HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic j Trade Trade Model AFUE 92 Cond SEER 161 AHRI ref Coil AHRI ref Efficiency 92 AFUE Efficiency 114.7 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 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. ,wrilghtsoft' 2019-Jan-0716:49:57 Right-Sulte®Universal 2018 18 0 32 RSU20066 Page 1 i� .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. - -'Wr➢ghtso#t� 2019Jan-07 16.49 57 RightSulte®Universal 2018 18.0 32 RSU20066 Page 2 i � ...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces. W Pro ect Summa Job: WI'1g�'1tS0'ft° � � Date: Jan O7,2019 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 I Project • • For: 34 Millstone Lane, Cutchogue, NY 11935 Notes: Design Information 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(68 cfm) 1396 Btuh Heating Cooling Outside air Area(ft2) 3776 3776 Equipment latent load 3131 Btuh Volume(ft') 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. .WregFltsoft® 2019-Jan-07 16 49.57 rd u�n.o-+e n .wa.n�o Right-Sude®Unlversal 2018 18 0.32 RSU20066 Page 1 ACCIa .Rimor Model C MAN JSD\Rimor Model C MAN JSD rup Calc=MJ8 Front Door faces. W I*N Level 1 191 cfm L-------------fi 91 cfm adiab 0 Bsmnt Sup Riser 0' Make up air 70CFM Skuttle Model 2161 .lob#: Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LEnergy L... Page 1 1648-A Locust Ave Right Swte@ Universal 2018 34 Millstone Lane Bohemia,NY 11716 18.0 32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716.5120 r.b.delfino@energytestingservices.com ..AN JSD1RimorModel C MAN JSD r. N Level 2 11101 cfm Breakfast 121 cfm 216 cfm Greatroom Kitcpen 23 0" BI-92 cfm M BED adiab Pant Laundf cfm Dining &88 cfm �1 cfm Mud 8,9 M tth 10 cfm c m�R er 0" [-39 cfm Stair 1 k35 cfrr Foyer L28 cW#th 2 Broan Exhaust 4'0" Model L150 70 garage CFM Energy Star Contnous User Timer Bed 2 K189 cfm 4' 1 Job#: Energy Testing Services LLC Scale:1 :88 Performed by Energy Testing Services LL... Page 1648-A Locust Ave Right Suite®Universal 2018 34 Millstone Lane Bohemia,NY 11716 18 0.32 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716.511 r.b.delfino@energytestingservices.Com AN JSDU2imor Model C MAN JSD.r... N Level 3 34 cfm L ft Bath 3 adiab 2 Sup Riser 1 cfm 8' stair 2 1 LJ30" 12 9" 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 34 Millstone Lane Bohemia,NY 11716 18.032 RSU20066 Cutchogue,NY 11935 Phone:631-244-2627 2019-Jan-0716.5121 rb.delfino@energytestingservices.com ..AN JSD\RimorModel C MAN JSDr... ®uct System Summary Job: • � wrightso'f� 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 rb.delfmo@energytestmgservices com Project • • For: 34 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 Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 2 h 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 st1B 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 st5 - -vlirightsoft® 2019-Jan-07 16:49 57 ti aV4N+P•1.M�•ILtlu•.,Oonp.q RightSude®Universal 2018 18 0 32 RSU20066 Page 1 �i +� ...Rimor Model C MAN JSD\Rimor Model C MAN JSD.rup Calc=MJ8 Front Door faces W Supply 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 TableReturn Branch Detail 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 rt1 Table,Return Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk WA Peak AVF 191 44 0 0 0 0 x 0 ShtMetl rt1 rt1 Peak AVF 821 960 0 0 0 0 x 0 ShtMetl ''Wrigi7tsof- 2019-Jan-0716:49.57 Right-Sude®Universal 2018 18 0 32 RSU20066 Page 2 �+�..Rimor Model C MAN JSD1Rlmor Model C MAN JSD rup Calc=MJ8 Front Door faces W �<`y 4.j„ "�3;,�':1�� "±' ?431�"r�--:.-��r..•'�i''�`-,'�w^-¢ ; 'y�.r�"�'�',�-..f��•;?�y za /ARCH ARCHITECTURE ISL: EXPRESS DRIVE SOUTH r SUITE 202 ISLANDiA, NY 11749 GVW W.GRCHARCHITECTURE.COM 631 864-3395 November 14, 2018 Town of Southold Building Department 53095 Route 25 JUL 2 4 2019 PO Box 1179 Southold NY 11971DE i� ��, ` Attn. Ms.Amanda Nunemaker=,;, 3,x; T1. , Plans Examiner Pj 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 Cespectfu y submi ed, ��REO ARC paSRTCj�, 0 A V,v 2� Glen Chery y IA, IF AP Principal (� (P —r,/ '9�• 023BAO Q� �cOF NE�,t GRCH ARCHITECTURE PC 3750 EXPRESS ERNE SOUTH SUITE 202 ISLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (637)864-3395 April 29, 2019 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 ` L`' - ° r �' i "j j; Attn. Michael Verity J U L 2 4 �� 2019 Chief Building Inspector Re: Harvest Pointe at Cutchogue 7� DMT G',DEEP-1 Cutchogue, New York Unit 17 -Permit#42666 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. ;nysubmitted, RED ARC oeERT C& y/X GlIA, LEED AP Pri (P '902303 T�OF N Eby AAECMAMICAI CORPORATION HEATING AND AIR CONDITIONING March 11, 2019 ' Michael J. Verity Town of Southhold Building Department Town Hall Annex Building 54375 Route 25 Southhold, NY 11971 Tel: (631) 765-1802 Fax: (631) 765-9502 Subject: Harvest Point Residential Units Dear Mr. Verity Please be advised that the basements of all the residential units at the above referenced project have been included in our Manual J load calculations. Best regards, i Louis DeSantis President 20 Feldland Street, Bohemia. NY 11716 - (631) 563-1298 • Fax: (631) 563-2954 GRCH ARCHITECTURE PC 3750 EXPREss DRIVE SOUTH SUITE 202 ISLANDw NY 11749 WWW.GRCHARCHITECTURE.COM (631)864-3395 April 23, IO19 Town ofSouthold Building Department S3O9SRoute 3S PO Box 1179 J U L 2 4 2019 -- ' Southold, NY11971 0�� Att: Mr. K�ichae|Verity /.u��^a��z^ Chief Building Inspector Re: Harvest Pointe atCutchoQue Screened in Rear Covered Porch Unit No. 17Permit No.4266G 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, 2U19. Re pec ully submitted, le rveny,AIA, LEEDAP APPLICANT. S.C.T.M.*: 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —�y:,— �Qi��' STORMWATER - DRAINAGE "� ��.t�' '�' NAME- Section Block Loc _03 t (0'l 2ra� Date .Zq �a� INSPECTION REPORT FORM DESCRIPTION OF SITE WORK TO DE COMPLETED YES Indicate All Site Work that has been completed Checking Yes/No or NA YESNO 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. rY j_� t l l � c. Condition of Stockpiled Soils. �ICj;� /—�` d. Verification of Size&Depth of Leaching Pools. F-11 e. Verification of Drain Pipe Installation/Concrete Parging. ' f. Driveway Installation within the Town ROW-Highway Specifications �I g. Final Site Grading-Effect on Adjacent Property [�il` j� � ,D-� D�. h. Inspection of Gutter& Leader System -Drainage Piping [ _);� i. nsta ation of proposed Swimming Pool and discharge ring. �� — 00 l Cs HA G �� Camgz 60 1w j. Inspection of Construction Entrance/Staging Area(s). F_I k. Location of proposed concrete washout area(s). A Final Inspection Rer)ori MUST be completed prior to:itiunnce of Certificate of Qccupgincv. Mile apnlicant has I hrec otnuoita Iter certification or itrainage,lnst:,1121�� k OPTION*: 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of Ne�n!Xo�. OPTION*:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION a:& Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. n OPTION$: 1. OPTION*:2. ! Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating logon '-4 Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTE& TOS Review NOTE& b L 3 ****FOR ENGINEERINr ;P.4111`t41E "US ONLY**** Additional Work is Required for Approval. Reviewed& ® SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Plan Installation has been Date: Z� Inspection#: � Completed $ Approved by the Engineering Department. FORM * SWCP Inspection Report Form-TOS October 2014 ' OFFICE LOCATION: �� MAILING ADDRESS: Town Hall Annex �, �� P.O.Box 1179 54375 State Route 25 O !� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) s2, Southold,NY '' Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 25, 2019 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 5 through 8 and 13 through 18 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# 5—8 and 13— 18 of the above-referenced Residential Site Plan have been completed based on submitted materials and the site inspection made on April 15, 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 ten (10) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. This letter does not condone any changes from the approved site plan and approvals from other agencies. Please call the Planning Department with any questions. Respectfully, Donald J. Wilcenski k- , ,+ ; Chairman ' JUL 2 4 2019 cc: Michael Verity, Chief Building Inspector James Richter, Stormwater Manager s -P-E,IPT / 1 • • • CONZIENTS 'FOUNDATION(1ST) ---------- 'FOUNDATION 1 - ROUGH FRAMING& pppAl INSULATION PER N.Y-. WA,MV I STATE ENERGY COD' 4171 R.W.A XAA r __ADDITIONALCOMMENTS AD • 1► ' i �. _ramp _ �L •1 , BIIIIjDICz PItITPI 'TIOI'�I.CHECKLIST TOWN OF SOOUTAOLD a_ �. BUILDING DEPARTMENT r need the following;hefore-apklyirig? TOWN HALL Board'ofHealth SOUTHOL-Dr NY 11971-. 4,sets of Building Plans =- TEL: (631)765-1802 Planning Board approval = FAX: (631)765-9502Survey Southoldtowny.govu, z ' =I'ERt#I �irTO. '= -Check Septic Form _N.Y.S_D.E.C. Trustees - - - C.O.-Application- Flood Permit Examined 2Uai' � _Single&,Separate ® D Truss Identification Form APR - f3 201 S_ ,z " =S-torm-Nater ssessment Forlm Jy- Cbzffattv Approved / 2U _' _ r ,�l5?,E'LP - . IaiI to: r=•�t;�d " • L.II'w 11 �u G o Disapproved a/c TOWN OF SOUTHOLD &.e, ' Phone: 6 -1 ? C4?. _ Expiration 20 - --- - _ _ .__ _ - _ - - •` ' • ` -Bui ector y ---APPLICATION FOR-BUILDING7E'ERMIT Date_ 20 /8 - - -INSTRUCTIONS _a_This application,MUST be_conipleteiy-filled in by typewriter br in ink and submitted to-the-Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of-buildings on,premises;-relationship-to=adjoining pfeniises.or public streets_or areas,and-waterways. c.The work covered by this,applicatioii may notbe,commencedbefore-issuance of Building-Permit. - d• Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises,available_for inspection-throughout the work. e No building shall be occupiedror used`uiiwhole or in part.for any-purpose what s6 over until the Building Inspector issues.aCerfifcateofOccupancy. f Every building permit shalI:exptre if-&--Work authorized-has-not commericed-within 72 inoriths after the date of issuance s=has=not been-completed viWjn•.1�-months``from-such date.If no-zoning ame'al-&hts Qr other-regulatioris affecting the have been enacted in the interim,the'BuilclinQ Inspector ma authorize;in vkkind'•tl extension of the permit for an property b P yLL b,: P addition six months.Thereafter,a new permit shall be required. A PPLICATION IS-HEREBY_MADE to the Building-D"epartmeiit for the-iss`uarice,of a Building-Permit puisuant to the Building Zone-Ordinance of the Town of-Southold,-Suffolk County,New=York;and:other applicable-Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for retnovat:or,dem olition as:hereirt described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing,code;.and__regulations,_and_to_ admit authorized inspectors on premises and in building for necessary inspections. (Signatm.of applicantlor-narhe,if a corporation) 0- 40 -(Mailing address-of ap licant) . �"'-ri��, •v'� . �"rod, =' :�� -;,...�.; _.� - - - .• - - _ -s State whether applicant is owner, lessee,agent;architect,engineer,general contractor,electrician,plumber or Builder Name of owner of-premises �1 1►�60(� ✓'� 0 L�i (As onthe tax roil or latest deed ,,''. If applicant is a corpor- n,signator o c}uly a th zed offi r - ,y (Name and title of corp to officer) Builders License No_ Plumber§License No. Electricians License No. �x. _.•„ Other Trade's License No. 1. Locatioq aj 9n -hi h,prop(:)sed d work will be done: House Number Street Hamlet County Tax Map No.-1,000•- Section;_ .0-okd f Block. o-I__- - - Subdivision ALVV44* 401' Filed Map No. �� Lot / 7- --(to t4P-0- 9 2.. State existing use and occupancy of premises and intended use and occupancy of proposed construction:- a. Existing use-and occupancy �f b. Intended use and occupancy :CO-�i.lX® w7 jg-1�2(" 3. Mature of work(check which applicable):New Building v Addition Alteration Repair Removal Demolition Other Work (Description) 1. Estimated Cost Po0 _ ® CJS' j r I Pee" ' i � {`? (To be paid on filing this application) 5,. if dwelling, number of dwelling units `��-_' Number of dwellinQqunits on each floor I garage,_nurober,of cars Cam 6. If business, corrimereial or mixed occupancy, specify nature and extent of each type,of use gq . 7. Dimensions ofeiisiing structures, if any: Front Rear Depth Height" Number.of Stories Dimensions of same structure with alterations or additions: Front Rear ,Depth Height - Number-of Stories 8. Dimensions ofeWire new construction:-Front- K7 Rear / e5 Depth < Height Number of Stories 9. Size of lot`. Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use,district in which premises are situated 12. Does proposed construction violate ny zoning law, ordinance or regulation? YES NO' 13. Will lot be re-graded? YES NO Will excess fill-be removed from premises? YES NO 14. Names of Owner of premises I-LIC— Address bac: t4Phone No. Name of Architect -rlect4 Address ZS4h_ 14 Phone\to :Mame of Contractor 5� 44 d&O� Address Phone No. --/-- 15 a. Is this property within 100 feet of a tidal wetland orr-a freshwater wetland? *YES NO x IF YES, SOUTHOLD TOWIN TRUSTEES &D.E.C.PERMITS'MAY BE REQJLIRED. b. Is this property within 300 feet of a-tidalwetland? YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. r 16, Provide survey, to;scale, with accurate-foundation plan and distances-to property lines. 17. If elevation at any point on,property is at,10.feet or below, must provide topographical to on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. �� STATE OF NEW YORK) SS: = COUNTY OF it V14 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signcontract)above named, (S)He is the 11q J211NIT (Qontracthr,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make"and file this application; that all statements contained-in this application are true to the best of his knowle e d belief; and that the work will b-e performed in the manner set forth in the application filed therewith, Sworn to before.me thi i day-of Xny 11 20j_9 V Notary Pu i ' 'gnat r o- pplicanr TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,261-8 fF :BUILDING DEPARTMENT- Electrical Inspector � TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO,Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertCa-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY:.. _ Date: _ .. Company Name: Name: License No.: o6 N AE email: alit Address: ,p , ®X Aw' ��, Phone No.: S'eZ 71T JOB SITE INFORMATION: (All Informatio' Required) ' Name: 7�'v t,. Je Address: Cross Street: in Phone No.: g• ov ,1 Q�t a- Bld Permit#: email: Tax Map District: 1,000 Section: ;Block: ,BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: /P NO Rough In Final Do you need a Temp Certificate?: /YES-J NO Issued On Temp`Information: '(All informationrre uired) S 1 Ph 3 Ph Size: l�A # Meters I Old Meter# New Servi - Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead # Underground Lateral 1 ' H Frame ` Pole _ Work done on Service? Y N Additional lnformatiori ' PAYMENT DUE WITH APPLICATION # 6° 9.a4'� 1 �c Request for Inspection Form.xls For Town Hall Annex Telephone(631),765-1802 Fax(631).,1765-9502 54375 Main Road u� P. O. Box 1179 Southold, NY 11971-0959 N4 X" 41, 7 471: �A V BUILDIN RTI ;X' ' NOnoCi' 'kTILIZATI0N OF TRU E UdIONPRE -E ED Iwo 0.01314ONSTRUCTION ffi WININk C014STRUCTION PA W, 4"r-rUV Date: W3// 0 w n e qq,,Lc4 V-- . ."4• % A goperty: Loca -g- 0, R' once P Pleas that th�y' -w L i commer,614 w re ition to q 311 1 MIR sibjilit4do t1dom rcial or residecture to bo errv "" sub], erty referen 11 %'st�"g 04 (che.c a* Q c.ton (To,,T ... . ' t ter? ''P e 9consruction (PW) A - A ber 1,W.1i I A in the following locatio S) 6 j6or framing, Includi 91, S ( v p7 Roof framing (R) Floor and roofMn (FR) Signature:,:". 77 NVQ(Ors_tt 00 _1111INIM "I V Ity. Capacity (check applicable line): "N'.ii• z", W2, N - .16whor Owner representative TrussReq15.doqx Effective 1/1/2015 _Jji Of 777urh-tt,—,, 7k 777 7 _7 7 77 77�7 7,7,� vl� lw'e I�q 3ue\cad\ld\Pla6set\3-29305.00��.LM".dwg 4, J,::r M; T 3i� 1901.44! (DEED) _4 1.904.80- (ACTUAL) u u k 'NA A,' _,`JRA1L,' ROPOSED'Wb,'IE6- JURE, (TO BE kdU,,TE,,p',,',AROUND1, A" N) EQ-,"!, TREES WTHI 'NATUOAL-"�#R W 60 lr Ell. h -77777777-1—Weee 1;0;e;e;f- -- -- - - B FFETr H• ,�-",'," �.!:u, 'iE — ----- 75' 'BUILDING TBACC P,R OP 0 E -4,0, '0�- W, �VY '(TY Pi z': RATIO,�,> tN 13.7' 'K, C, J; 20 �i i„_r A -^e ry 11JY TV 1p ;ii 5” A kill/ ',r, k31' C NA jr, 4 qt� ?Rl ...... VA 2 zli I,X,�.!, tx tafin NA ff'y� !pp m& 0e,rd" i Jr,r rMWNUVA�11 gyp 'R� t"Myow";1-0-2,mptlll;�IYTt p ,5gg4�: .......... NX l, I " �flvem........... M' nrW3 I No!", Ti, Fo J� 4pf,—4j" YD 2 v TYPE —D 41"!11"I't T)?t',to�- 4 AMP RAMP (TYP.) R111, 'V,,�-,PROPOSED. -IN R' TYPE Nut, WAL", RAMP, kL�4 H�DRANNTi (TYP.) PR60OSE6 I ROAD TO BE" 0',26-FT.. "N, "DENED T 4 y ,P). _T (T l,0� 'AT�HYDRAk 4" 'p A�l 17117,—7 , T LA NG rlrt SMALL tit 'I O" -Qrr-VPIIrv,K'-JLvrC.-Ivr • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS AS FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED I ,ONNECTIONS TO BE 4' DR-18 WITH MINIMUM SLOPE INSTALLATION PROCEDURES. • BEDDING: A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED 0 BE MINIMUM 6" DR-18 PVC OR CAST IRON WITH A IN THE TRENCH FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE 1 TAMPED IN LAYERS AROUND THE PIPE AND TO A SUFFICIENT HEIGHT Lt BE C900 BLUE BRUTE DR-18 PRESSURE PIPING ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. AL. WATER MAIN TO BE 10" WITH 6R" HYDRANT STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH 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 t 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. 1 MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING ID WATER/DRAINAGE LINES. I PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: , SERVICES TO BE INSTALLED BY PSE&G AN � JD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO—ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE 2ATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN I'ER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, . CONTRACTOR SHALL ENSURE ALL CROSSING BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER DIET DURING CONSTRUCTION. SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF JES 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 ; Unit Numbers Area (SF) (SF) Total (SF) Harvest Pointe at 77-124 1,999 486 2,485 C u tc h o g u e 1,3,8,10,12,141 1 21,23,26,27,29, Cutchogue, New York (31,33,36,39,41,45 1,599 363 1,862 Town of Southold 6,47,49,50,52,54, , 58, 59,68, 72, 76 No. . Revision _ Date Appvd. 13 TOWN/SCDHS REVISIONS 7/28/17 AVL •.,2,5,6,9,11,13, � E 19,20,22,24, 1 12 TOWN REVISIONS 6/14/17 AVL 5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS 4/22/17 AVL 10,42,44,48,51,53) 10 REVISED PHASING PLAN PER TOWN- 4/6/17 AVL X7,60,62,64,66,70, ` ---g---TOWN -3l2Z/1Z ,-AVL . 73;74;75 --- — --— - •--- --- _ - —-- - - -- .. R _ _ � - - - ----— — i 8 SCDH REVISIONS 3/9/17 AVL • 4 7 34 37 43 55, 1979 _ r�= �_ ��-._-.v�,. : , .�'•��-f 1599 380 61,63,65,67,69,71 e5��;1?3%r.:v��TrMe��5"`'$'c,,.�'EM':td`a"'' yr'w' t.,�;2'k`=:r;l;';.?';e'i*4 ✓;,n'^tF•.H'�._,saw^ T�re';�'N'ysa7irA�(• r "tr,...�` ��.�" .e'?1,_�r,;e.t-x,,:,`.�';c,."`.•a..v'ti.,.t._ s•.'-, c'F_-�x`+' '�t'�.._.;ws.4e':.,,,7 r Issued for Date 15,16,17,18 1,999 408 2,407 July 10, 2015 i N/A 6,188 N/A 6,188 SUR 1000-102-01-33.3 SCDHS Approval Overall �-Utility Plan S1.8Fir•OLI�'"�1;31,�t�'9f QEPARTUMT OF,146UM SElI�MES PP FOR APPROVAL 1 6 i I,dON FOR A f?,Jo l7- ov5 DATE � C.., 1" HS 11EF.W0. to r �Drawtng Number i APPROVE r, FOR MMIMUM OF `qS { OV NE } EXPIRES THREE YEAS M DATE OF APPROVAL ��0,0 V [q�0 Cm4e r pC { n I Sheet of I ul �- 2 v Z G 9 2 A90FES S10NP�. - Project Number 29305.00 SCDHS Reference # C10-06-0013 i ` - t i - i _ I NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE SWEET MEADOW PROPERTY LINES ARE FORA SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, CO RT PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION W � IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY CC)� PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF :;t co AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE CV ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 0CO I THE NOTATION-ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH C'7 I ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION U) COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY ! NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS L4J OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED )C14:6 PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, t- SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES MCOPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS ALL RIGHTS RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, I D �^ q� - RECORDING C MANY OTHER MEANS,OR STORED,PROCESSED WTRANSMITTED - �Cr`—•IF `'V/� IN OR SS ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN \4 PERMISSION OF THE SURVEYORTHIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL bPURPOSE MUNICIPALITIES AND IS NOT AUTHORIZED NOR GUARANTEED FOR ANY OTHER N ' JUN 1 3 2018 b L�J O N a dt '.sZRS Lw H• ToNvy,OF SOUMOLD S c 1//��/f•�V �- N It It U S 38024'18" E 8.99' L� 044'21 n 'v 17.2' J 5, 6.1' S 51 W 6.6' U, o a) 5.3' 7 7' co w,�, 34.10' '.6' N M W - co E 5.01 Z 67 NEW 4.0' c'5 !®� �O N (D Z > II 3.0'` �`V ®pvlD PFS, J eo c� _ m z o cn S 51°44'21"W Q C (9 z 2.0'— — — —�--Z— — —2 0, 07 � 38.16' o o W N z U- D - 00005,31-0 1 J4 O z LLD 3.0' 4N 0' 0 SO Y m 4.8' F® L A rz EO n"v J U 7.6' a N M 7.8' bcn —j 5.3' d i t- C W 6-5' ui 17 2' 5 5, 6 2' G O 05-23-2018 FOUNDATION LOCATION D FOUNDATION AS-CONSTRUCTED SURVEY FOR a ; UNITS 17-18 UNIT DESIGNATION MAP OF HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 ' SITUATED AT I CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S C.T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 17&18 - NELSON & POPE ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE(631)427-5665 FAX(631)427-5620 f - -- -- WWW.NELSONPOPE.COM INDIVIDUALS URVEYS1 DRAWN BY: NP CADD No.: 00026 IS SCALE: CHECKED BY: PE FILE NO.: SHEET NO.: 'I 0F1 1"=30' DATE: 05-24-18 PROJECT NO.: 00026 r �I 4411 Av ®pI NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE R/O SLATE 0A/C UNIT PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Jy CONC.WALK STOOP&STEP NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, W A/C UNIT PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION z SLATE 55, E] W IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, 1' F W PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 6.6' 17 2' o 6.1` W PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED _ 6' 5.3' cV of U U) PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF Z Q AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE Z 7 wi W N i-.j 00 � OU V ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEAL AND _ THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH LU I 4.0'W 2 F- 5.0' a W ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION V, zCOPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED LU I BIT.DRIVE W/8" W W 3.O'` SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY W Q PAVER'BORDER U' W ` 7 co cp. �... NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS L 07 04 Z OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED p � W 1 S 51°44'21"W 2 0, (7 I 11 LI-W PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE �'— — � CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, �� - Ce)U--11_ I 38.21' W LL LL 2.0' SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS V J r O fV I LL(7 Q� EGRRESS OTHER THAN VISIBLE PERMANENT STRUCTURES J M ti I BIT DRIVE W/8" 1•-w WIN.WELL, TYP N nj I PAVER BORDER Q COPYRIGHT©NELSON&POPE,ENGINEERS AND SURVEYORS ALL RIGHTS —� 00 N C7 N 3.0'_ RESERVED NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, M ———— N - RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED = 4.O' ~- IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN co 01 � 2 4.6,`-' F W PERMISSION OF THE SURVEYOR "I S51 38'15"Wzi 7.6 -N cV ro \O Of 7.8' 35.87' �oOf 53'65' a N o° wi Qww t6 172' 62' UU R=112.00' WWW w0 ss oW �. SLATE DA/C UNIT a L=8.59 CONC.WALK RIO R=112.00' c� SLATE OC UNIT 1 ` L=21.20' S 53037'34" E - 0 C T 2 1 2019 - 51.14' J O - O_ S 38024'18" E 96.29' R ", s ,� �0� J I R OF t�dC '*,hw F ��,PImo- -� DAt%rp�� C � S 24033'07"W �' 0 p� U 107.80' ,gyp• Q 0 a �Ics S 65026'53" E 49.54' ��` ai vol a' o- 1 co R=275.00' N L=77.85' r - L NU �•- Z 05-23-2018 FOUNDATION LOCATION 167.99' (ACTUAL) FINAL SURVEY FOR 01-11-2019 FINAL SURVEY r u� S52°55'20"W UNITS 17-18 UNIT DESIGNATION MAP OF -+ HARVEST POINTE CONDOMINIUM 1 c9 FILE NO.:471 FILED January 09, 2018 co W I SITUATED AT 2 co N o CUTCHOGUE '� ►`? I TOWN OF TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK S 40052'38" O ! ,E m - r 25.43' m 6 I o SOUTHOLD S.C.T.M DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 17&18 S52055'20"W NELSON & POPE 19.37 I � � �_ p ENGINEERS >3< SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174LPHONE(631)427-5665 FAX(631)427-5620 2 H WWW.NELSONPOPE.COM LU LINDNIDUALSURVEYS LL of DRAWN BY: NP CADD No.: 00026 IS SCALE: SCHOOL HOUSE LANE CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF 1 DATE: 05-24-18 PROJECT NO.: 00026 1"=30' ®pl NOTES: THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE RJO SLATE ❑A/C UNIT PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE STOOP 8 STEP NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, CONC.WALKI W Z w PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION SLATE E]AIC UNIT tD 5.5' O fY cn Z<a N IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, co I• V 17 2' 6.1' in j a U 00 -OU' PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY C V - 6.6' L6 o oT 1 Z Z Ox PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED /� S VICWATER = 5 3' 7 7' N c1 I a r Z V~¢z PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANYWAY IF LU SERVICE O 7 6'U� u1 v M W AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE - w W •I WED N M ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND 5 p• 23.6 I W W ami THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH c� 3 4 0'O o 0 33 PIPE TYP Z N ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION . INV W I = W 3 O '� - COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS BLUE INKED BIT DRIVE W/8' I EGRRES$ 1 SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY aI PAVER BORDER 06 I cn m Q W WIN.WELL, m sus NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED RECORDED EASEMENTS W Lan 0 Q I M Z v TYP OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED z II I .2.0 -- II II _ LL'LLI _ \N p, UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOT GUARANTEED - J J 2�' '^a AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTIVE OR INACTIVE LL LL 0 U) \a ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN fl O+"' PLAN DATED 7/21/18 LOCATION OF GAS AND UTILITY IS APPROXIMATE AND LOCATED J Gm I N I W 0 O LLI Lam- z <a TYPICALLY IN THE SAME TRENCH ACCURACY OF UTILITY ISNOT GUARANTEED NOR IS BIT DRIVE W/8" F- N Z II I PAVER BORDER Q I (nom an ❑U! >m THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP Ur ti =CD a j z N d o CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR W I`- CV 3.0'iV `va zoo ao FURTHERDESIGN Gm 4.0, ----- )- S.T n� "'-'•' '�•-'� iE.['si t�rr J "� Y W I Z 4 8' 2 T S 7 a PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 1 / ` t f t f r-' � W Q w W CO W INV i�p CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, x.` r! 1 II 1" WATE Z I �i N c i LU W 28.65 j N sT02 }} �-� �.�� mtA F SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS ! z ca SERVICE 7.6' o INV' Wa'a cp J OTHER THAN VISIBLE PERMANENT STRUCTURES S 1 O m GT 5.3' 7 8' N co 30.33 O z N W 5 II (n 00: 6 5' •a Z O N Z COPYRIGHT®NELSON 8 POPE,ENGINEERS AND SURVEYORS ALLRIGHTS 17.2' 6.2' Q 0-1 j- LP n Q w H 111 RESERVED NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, JUL 2 4 2019 � a 5.5' Z� wo W RIO Z N fl r Ul RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED �„, " SLATE ❑A/C UNIT a W O a N IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN J E E E G E `CONC.WALK R/O" od N vm@� PERMISSION OF THE SURVEYOR t II I'l $LATE A/C UNIT XJ ZN N&Q: ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT av'U� P.�'-�DEFT, _ DI ❑ m W a sliowN w o Q J W ri 6 1'N 14 8' `pV � 0] F W ❑ >C0 ALL SANITARY PIPING 4'SDR-35,TYPICAL p W a T-2 crn w SERVICER C7 W 2 (6 Z p ° S.T. L n II 101 a ---- Z 225 23 OW b �� SANITARY SYSTEM AS-BUILT TABLE STRUCTURE NAME TIE A TIE B cm BIT.DRIVE W/8^ 2 0 (D = W 'zo a �- -N N0� UNITS#15-16 0 1 PAVER BORDER 2 rn v 1O SUEF•UL4,t,:.:;.Iiv E:C� :f' t Tttl Aft OF I-$1=ALTH SERVICES II v °' < I c`V,)N U oN zN zN !"I'NV. ST-1 69.7' 33.0' FOR On � 16'_�_ 111� �w 1210O31' 2s 25" 20 �y° �jl/� ST-2 75.5' 30.8' P, r�, k �n..4.y� ��-p -4.0' LP 96.2' 32.5' P,..`Tal:::':. 1-.:.ViiL�l PIE' ,I:.E,NCE II I ➢ Q1 ` W ILL LL - j 27• �`�' QAV/d A� ofY 9�A� r Z BIT.DRIVE W/8^ D IW Q W �� 0D F�DR-3 =?u/co ? O� S T !T SANITARY SYSTEM AS-BUILT TABLE Q � � � FI.��.F �'t.f�t7,%�10- I?- C�O�I Crn C6 I- a�; ' zo cn `PAVER BORDER I oM o �W Z,<A 00 � �� ➢ STRUCTURE NAME TIE A TIE B -the sew/ace disposal-an--'wafer Supply F kdZes at iyis Imn-Hon have been II 1.9----- � N � �� ¢z r c7 s've � z � UNITS#17-18 inS cted anru°r certified E :his 0�:par r1 r®u?r a;cncia$and found to oro �y Z 2.0' ?� s �` O i pe Y ��` " , � i� ST-1 46.4 75.2 0i Wbe ba seactory FOR A R-%XIkktDM OF, ®-"-` BEDROOEWIS. II 5.5' w� 't w3� 2 �'- �3 �lV ST-2 44.2' 81.5' / W o iOF- o cV W W i� OZ �P w N aW M 6.0'N �� F JQ' LP 43.8' 92.4' ° l - WATER 23 0' (9� c) 165, 6 0' 5.5' Q O W� j O Cj " ° r ( SERVICE vo Iv 7n,- Craig Knepper, P.E., Chief `� 'r ATE ❑A/CUNIT ao� w<-C) fice of Wastewater Managemel� r =-'V I G - G G W CONC WALK I UW 0523-2016 FOUNDATION L c ION SANITARY AS-CONSTRUCTED PLAN FOR I 01-11-2019 FINAL SURVEY UNITS 15 -18 UNIT DESIGNATION MAP OF II 01-12-2019 SANIISEDSATARY SANITBUILTARY HARVEST POINTE CONDOMINIUM 1 \ i REVISED SANITARY II 03-11-2019 AS-BUILT AS PER FILE NO.:471 FILED January 09, 2018 HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S IS.C.H D DATED 03-07-19 SITUATED AT UN IT No. HD RREF No. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA 03-25-2019 REVISED SANITARY CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 15 R-10-17-0069 1,999 S.F. 408 S.F. 2,407 S.F. S C T.M DISTRICT 1000,SECTION 102 01,BLOCK 0100,LOTS 15,16,17&18 16 R-10-17-0070 1,999 S.F. 408 S.F. 2,407�S.F. NELSON & POPE 17 R-10-17-0071 1,999 S.F. 408 S.F. 2,407�S.F. r }p ENGINEERS 8 SURVEYORS R-10-17-0072 1,999 S.F. 408 S.F. 2,407IS.F. �, 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 PHONE I y E(631)427-5665 FAX(631)427-5620 WWW.NELSONPOPE.COM t, .. I DRAWN BY: NP CADD No.:INDIVIDUALS00026URVEYI SCALE: APR Ii CHECKED BY: PE FILE NO.: SHEET NO.: 1 OF'I DATE: 05-24-18 PROJECT NO.: 00026 V.-30' T. l o Truss Truss e �IIpTy Harvest Pointe @ Cutchogue 18032699B PB01 GABLE 10 I _1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 1- 8.130 s Dec 12 2017 MiTek Industries,Inc Wed Mar 2816.39:20 2018 Page 1 ID•xK3o W Lb04sCyprNOgrYEYzvB2g-vg6UdTaw3DifRp3AU7Sgbp11M88_n4ObZDCpPYzWMU5 I 2x4 11 Scale=1 X7.2 5 7.00 F12 II 10 4 cc a T m 2x3 11 3 T 12 - o 9 4L d 3x4= 8 7 6 2x33 11 2x3 11 2x4= 00-9.1 10-10-10 _ - --}-�-2 0-9-1 10.0-14 0.3-8 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 9 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:50 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-2-9. (lb)- Max Horz 1=190(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,2,6,8 except 7=-102(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,2,6 except 7=398(LC 21),8=310(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-7=-301/133 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Bearing at joint(s)1,9,2,6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,6,8 except Qt=ib) 7=102. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard _��OF NEVV1- ��OpHERG ® co 'Q< 56308 2 V� ARossto�P �Job Truss Truss type �Qty--(Ply rves Hat Pointe @ Cutchogue 180326998 P602 GABLE 3 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 28163923 2018 Page 1 9 ID:xK3oGYLb04sCyprNOgrYEYzv62g-KFocFVcoM84DIHol9FONCSfGeL9h_R91 FBQT0tzWMU2 I 2x4 11 Scale=1,37.1 5 700 FIT 2x3 II 10 4 0 T to 2x3 11 3 T T 1 2R B1-- X3000000 -- o 9L 3x4= 8 7 6 2x3 11 24 11 2x4= 9-12 10.10.3 11rijii 9-1 10-0-7 0.318 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.30 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stressincr YES WB 0.09 Horz(CT) 0.00 9 n/a n/a BCLL 10.0 Code IRC20151TPI2014 Matrix-S Weight:50 Ib FT=4/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-2-2. (lb)- Max Horz 1=189(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,2,6,8 except 7=-102(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,2,6 except 7=398(LC 21),8=309(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-7=-301/133 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ii;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Bearing at joint(s)1,9,2,6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2,6,8 except Qt=1b) 7=102. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI1TPI 1. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard _,SOF NEVyY CO GOPHER G o'psr n P S630a ARS Ssto�P�' Job cuss ruse Type y 18032699B TD1 COMMON 5 1 Harvest Pointe @ Cutchogue Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 Wek Industries,Inc Wed talar 28 16 925 2018 Page 1 p ID.xKqoGYLb04sCyprNOgrYEYzvB2g-GevNgBd3UKxXay8Hg2rItkX59nOSKSKiVva5lzWMUO 0-11-4 L 7-1-0 14-2-0 15-1.4 00-11~ 4` 7.1-0 7-1-0 +0-11� 4x4= Scale=1:36.3 3 9 10 9.00 12 T 1 4x4 4x4 2 4 8� 7 6 2x6 I I 2x3 I I 2x6 11 0.5.9 44-12 7.1-0 13-9.4 1 2 0=41 6-7-8 � 6-8-4 4417 40.12 Plate Offsets(X,Y)-- -8.0-2-01,[4:0-1-8.0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.62 Vert(LL) 0.07 7-8 >999 360 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.34 Vert(CT) -0.08 6-7 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.01 6 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:63 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. W2:2x4 SP No.3 REACTIONS. (Ib/size) 8=598/0-4-8 (min.0-1-8),6=598/0-4-8 (min.0-1-8) Max Horz8=-1 43(LC 9) Max Uplift8=61(LC 11),6=-61(LC 12) Max Grav8=625(LC 21),6=606(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=550/322,3-9=-401/341,3-10=-431/341,4-10=-580/322,2-8=549/308,4-6=-549/308 BOT CHORD 7-8=-114/398,6-7=-114/398 WEBS 3-7=-252/235 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfrPI 1. LOAD CASE(S) Standard <,of:NEKY co pPHER 0 N r p-z � cc .7- W $6305 AROFESSto�� ob Truss Truss Type Ply Harvest Pointe @ Cutchogue 180326998 701 GE COMMON SUPPORTED GAB 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 2816 3928 2018 Pa gge 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-gDbVJCgxAgiW02glyobYvVM9WMt8fhnmPT8Eh4zWMTz -0-11-4 7-1-0 14-2-0 15-1-4 0-11� 7-1-0 ---- 7-1-0 - r0-11-4� 4x4= Scale-1:35.2 6 5 7 900 12 4 8 T 9 2x4 II 3 T 2x4 II 2 10 T T 11 14 20 12 2x4 II 19 18 17 16 15 14 13 24 II 0-5.8 q 4 12 14-2-0 1 13-8-8 1 0.0-12 _ LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.00 10 n/r 180 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 10-11 n/r 80 TCDL 15.0 Rep Stress incr YES WB 0.13 Horz(CT) -0.00 13 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-R Weight:86 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-4-8. (lb)- Max Horz 19=142(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)17,18,19,15,14,13 Max Grav All reactions 250 Ib or less at joints)17,18,19,15,14,13 except 16=251(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and nght exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x3 MT20 unless otherwise Indicated. 7)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 8)Gable studs spaced at 2-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)17,18,19,15,14,13. 10)Non Standard bearing condition. Review required. 11)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard NEP6- CO ,�OPFIER S630s v� AROFESSIONP o russ Truss Type ZIIy y Harvest Pomte @ Cutchogue 180326998 T02 Roof Special 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mrrek Industries,Inc.Wed Mar 281639:30 2018 Pagge 1 ID.xK3oGYLb04sCyprNOgrYEYzvB2g-dbjGjuhBdyEeMg54De0 wSPUAU07Y93sndKlzzWMTx 0-11 6.2.4 12-1-0 13-8-0 18-9-4 242-0 �5-1� 0-11- 6-2-4 5 10-12 1-7-0 5-1.4 5.412 b 11-d 9.00(12 _ Scale=1:51.5 6 2x4 11 2 1 17 8 3x4 3x4 J 4 7 3 5 34 8 13 3x6 W4 0 3x8 12 46 us 2 4x4 9 _ 10 1ILI = _ � _ 6.00 12 to 16 15 14 11 2x6 11 4x4= 4x8= 2x4 11 0.58 Oi41 62-4 — 1 13-8-0 18-9.4 24-2-0_ 5.8-12 7.512 +--- 5-1.4 1- - 5-4-12 0-0.12 Plate Offsets(X`)-- [9:0-2-14,0-2-01 LOADING(psf) SPACING- 1-7-3— CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.0514-15 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.11 14-15 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.02 11 n/a n/a BCLL 10.0 BCDL_ 10.0 Code IRC2015ITP12014 Matrix-S Wind(LL) 0.08 14-15 >999 360 Weight:163 Ib FT=41% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals. 132:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:13-14. W l:2x6 SP No.2 WEBS 1 Row at midpt 5-14,3-14 REACTIONS. (Ib/size) 16=552/0-4-8 (min.0-1-8),11=456/0-6-0 (min.0-1-8),14=955/0-6-0 (min.0-1-10) Max Horz 16=220(LC 10) Max Upliftl 6=-1 15(LC 12),11=-1 70(LC 12),14=24(LC 8) Max Grav 16=579(LC 3),11=545(LC 22),14=1017(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-552/454,3-4=-222/263,4-17=-183/275,5-17=174/293,5-6=244/382,6-18=-159/310, 7-18=-170/296,7-8=-209/283,B-9=-876/363,2-16=-539/378,9-11=-544/252 BOT CHORD 15-16=-238/323,14-15=223/378,13-14—561/197,6-13=-297/141,12-13=-210/703 WEBS 8-13=-620/190,5-14=-340/119,3-14=-449/332,9-12=-147/489 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and nght exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Bearing at joint(s)11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14 except(jt=1b) 16=115,11=170. 7)This truss Is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard oF NEW Y ,-Op-HER G o'Q<-Ay 01 Zip E �� 66305 v� A�OFESSIONP o Truss Type QtY ply Harvest Pointe @ Cutchogue 18032699B T02SGE GABLE — — 1 1 Job Reference(optional) J Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 2816:39:33 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-1 AOOMwk4?DLPVPZgILB1cZ4vjN WjKvvWr9MHzWMTu 0-A" 6-2-4 12-1-0 13.8=0 18-9 4 24-2-0 g5 1 1b 1-4 6.2-4 5-10-12 1-7-0 5-1-4 5.4-12b 11-4 9.00 12 _ Scale=1.51.5 6 2x4 11 32 33 4x6,i 3x4 O 3x6 4 7 3 5 3x6 8 13 3x6 W4 0 3x8 12 4x6 2 4x4-z�- 9 c�1 _ 10j0 _ 6.0012 to 16 15 14 11 2x6 11 44= 48= 24 11 0-5.8 NIS, 6_2_4_ 18-8-0 18-9 4 24-2-0 4.2 5--8-12 7-5.12 5-1-4 5.4.12 --i 0-0-12 _ _Plate Offsets(X�Y-- [4:0-0-0,0-1-121,[4:0-3-0,0-2-41,[9:0-2-14,0-2-01,[17:0-1_130-0-01 LOADING(psf) 231 SPACING- 1-7-3 CSI. DEFL. in (Ioc) Well Ud PLATES GRIP TCLL(Ground Snow=30. Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.0514-15 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.11 14-15 >999 360 BCLL 10.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.02 11 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.02 12 >999 360 Weight:203 ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:13-14. W11:2x6 SP No.2 WEBS 1 Row at midpt 5-14,3-14 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 16=552/0-4-8 (min.0-1-8),11=456/0-6-0 (min.0-1-8),14=955/0-6-0 (min.0-1-11) Max Horz 16=220(LC 10) Max Upllftl6=-115(LC 12),11=-170(LC 12) Max Grav16=589(LC 22),11=547(LC 22),14=1 086(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=594/239,3-4=-223/251,4-32=-185/263,5-32=-176/282,5-6=-246/369,6-33=-161/293, 7-33=-172/278,7-8=-211/265,8-9=-880/349,2-16=-539/231,9-11=-546/246 BOT CHORD 15-16=-216/340,14-15=-105/432,13-14=-562/197,6-13=-297/141,12-13=-210/707 WEBS 8-13=-619/190,5-14=-340/125,3-14=-514/157,2-15=-86/278,9-12=-135/493 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces i£MWFRS for reactions shown;Lumber DOL=1.60 plate gnp DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x3 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)Bearing at joint(s)11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 11=10. �� NEpy 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and ✓rte standard ANSUTPI 1. COSIS, r LOAD CASE(S) Standard rJ� 56308 AROFESSIO�P� Job NSS TFUSS Type Qty Plyrvest Pointe @ Cutchogue 18032699B T03 Roof Special 2 1 Job Reference(optional)_ Universal For Products,5631 S.NC 62,Burlington,NC 8130 s Dec 12 2017 Mi7ek Industries,Inc Wed Mar 28 16.39,36 2018 P�a�gge 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-Rl4X_xmylBjNMH IFQUIQEBiREbXRXFhxEi4fzczWMTr 11 6-2-4 12-1-0 13-8-0 18-9-4 24 0-0 11 6-2.4 5-10.12 1-7-0 5-1-4 5-2-12 9.00 12 _ Scale=1:50.8 6 2x4 11 15 16 3x4 ii 3x6 ii 4 3 5 3x6 7 32 11 3x6 W4 0 3x6 I V. 3x6 10 g LID 2 04 1 1 6.00 Ll2 14 13 12 9 2x6 11 4x4= 48= 2x4 11 0.5-6 0 4��2�� 6-2-4 13.8.0 i 18.9.4 24-0-0 4W i'2 5.8-12 ~- 7-5.12 T .5 5.2-12 -� 0-0.12 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.0512-13 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.38 Vert(CT) -0.11 12-13 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.02 9 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.08 12-13 >999 360 Weight:161 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals. B2:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0.0 oc bracing:11-12. WI:2x6 SP No.2 WEBS 1 Row at micipt 5-12,3-12 REACTIONS. (Ib/size) 14=552/0-4-8 (min.0-1-8),9=380/0-4-0 (min.0-1-8),12=951/0-6-0 (min.0-1-9) Max Horz 14=214(LC 10) Max Uplift14=-97(LC 12),9=-131(LC 12),12=-36(LC 8) Max Grav 14=577(LC 3),9=470(LC 22),12=1000(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-547/418,5-15=-189/254,5-6=-261/334,6-16=-178/264,7-8=-853/320,2-14=-536/352, 8-9=-453/180 BOT CHORD 13-14=-244/316,12-13=-234/376,11-12-554/196,6-11=-292/139,10-11=-213/697 WEBS 7-11=-614/192,8-10=-157/52115-12=-315/110,3-12=-449/336 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14,12 except Qt=1b) 9=131. 7)This truss Is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ®F NEw Nr_C09HER G o�Q, C, `O 66308 A�OFESS%ONP� ob I russ toss TypQty ePly Harvest Pointe @ Cutchogue 180326998 T04 SCISSORS – 10 1 Job Reference 0 tional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 M7ek Industries,Inc.Wed Mar 2816:39:38 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-O8CHPdoDglz5baReYvnuJcnjZO81?24Ei0Zm 1 VzWMTp 6-2-4 12 17-10-12 24-0.0 6-2.4 1 5-9-12 V11 0-12 9.00 12 Scale=1:52.0 13 14 3x4 i 3x6 i 4 3A\� 3 6 4 10 6 / 5x8= T� Go ice/ 11 9 \ 3x�� 4x6�i 5x6 5x6 7 2 1 600 F12 Ia? 6 12 3x4 11 2x6 II q-6-p 6.2-4 , 12-1-0 17-10-12 24-0-0 d-6-b 5-8.4 5-10-12 5-9-12 �— 6-1-4 Plate Offsets(X,1)-- (2:0-3-0,0-1-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well[ Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.1710-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.65 Vert(CT) -0.3410-11 >846 360 TCDL 15.0 Rep Stress Incr YES WB 0.79 Ho (C ) 0.36 8 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.09 10-11 >999 360 Weight:137 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=979/0-6-0 (min.0-1-8),8=910/0-4-0 (min.0-1-8) Max Horz 12=215(LC 8) Max Upliftl 2=-91(LC 11),8=-72(LC 12) Max Grav 1 2=1 032(LC 21),8=967(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2570/265,3-4=-2050/85,4-13—1959/98,5-13=-1951/115,5-14=-1989/145, 6-14=-2082/115,6-7=-2377/223,2-12=-1142/216,7-8=-967/155 BOT CHORD 11-12=-253/475110-11=-282/2382,9-10=-104/2102 WEBS 3-10=-460/270,5-10=-62/2075,6-10=-485/295,2-11=-57/1805,7-9=-57/1789 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extenor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL_1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Bearing at joint(s)12,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,8. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard SOF NEW 5��OpHER G . O'Q,� S630f3 lr�' ARO. SS10k, Job rusS Truss Type City PTy Harvest Pointe @ Cutchogue -- —I 18032699B T04A SCISSORS 3 _1 Job Reference(optional) J Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:39:41 2018 Page 1 ID-xK3oGYLb04sCyprNOgrYEYzvB2g-ojtQlfg56gLgS2ACD1 KbxFPEncA5CPog0_nQegzWMTm X11- 6-2-4 12-1-0 17-10-12 24.0-0 b-11- 6-2-4 5.10-12 5.9-12 6-1-4 9.00 12 Scale=1:52 0 17 18 3x4 34 i 4 3x6 3 6 4 14 5x8 co / 13 C� 15 11 3X8�� to 4x8�i % 5X 546 7 2 1 / 6 00 12 2x4 I I 2x3 i Tm 12 9 8 1 16 2x4 11 2x3 11 4x10= 3x4 11 0-6-P 6-2-4 12-1-0 16.10-0 1 -10-1,2 20-3-0 24.0.0 6• 5-8-4 5.10.12 4-9-0 0-1 2-4-4 3-9-o Plate Offsets(X,Y)-- [2:0-3-0,0-1-12],[8:0-6.4,0-0-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. In (loc) I/defi L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.71 Vert(LL) -0,1713-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.3413-14 >829 360 TCDL 15.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.35 8 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.0914-15 >999 360 Weight:154 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals. B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):10 REACTIONS. (Ib/size) 16=979/0.6-0 (min.0-1-8),8=910/0-4-0 (min.0-1-8) Max Horz 16=214(LC 8) Max Upliftl 6=-91(LC 11),8=-72(LC 12) Max Grav 16=1032(LC 21),8=967(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2569/267,3-4=-2052/87,4-17—1960/101,5-17=1952/118,5-18=-1990/147, 6-18=-2083/117,6-7=-2357/226,2-16=-1 142/217,7-8=979/156 BOT CHORD 15-16=-252/475,14-15=-285/2381,13-14=-106/2087,11-13=-110/1998,10-11=-35/261 WEBS 3-14=-458/270,5-14=-65/2077,6-14=-468/295,2-15=-59/1804,7-11=-59/1718 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Bearing at joint(s)16,8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)16,8. 7)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEWy OpHER G o�Q.r U �c�YC �f, Jr Fury, 56308 AROFESSIONP� Job russ Truss Type Ply Harvest Pointe @ Cutchogue 18032699B T05 PIGGYBACK BASE 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 2816:39:46 2018 Page�1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-9ghJ4MuExCzzZp2AOawmel64ads7tl_QXGVBJI zWMTh 6-0-7 11-9 7 17-0-0 23-" 6-0-7 g: 8-15 5-2-9 6-0-0 5x6= 2x4 11 3x6= Scale=1:58.2 3 13 4 5 7.00 12 4X4 i 12 2C cc W6 5 3x6 3 1 10 9 6x10 0 11 5x6- 3x4= N N 2x4 11 5.00 5-2 12 7 6 2x4 11 3x6= 1-5.10 6• 8.9.0 16-0.6 _ 1�7-O-- 23.0.0 6• 736 7-3.6 - 0.11-1� 6-0-0 0.11-10 Plate Offsets(X,Y)-- [3:0-3-0,0-1-12),[8:0-2-12.0-3-0) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.10 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.22 8-9 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.06 6 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.03 6-7 >999 360 Weight:164 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 cc pudIns, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals,and 2-0-0 cc purlins(5-5-11 max.):3-5. 133:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 cc bracing:6-7. W9:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 5-6,3-8 REACTIONS. (Ib/size) 6=873/Mechanical,11=873/0-6-0 (min.0-1-11) Max Horz 11=276(LC 10) Max Uplift6=-133(LC 8),11=-75(LC 11) Max Grav 6=1 189(LC 25),11=1 21 O(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1415/125,2-12=-1386/190,3-12=-1202/215,3-13=-709/170,4-13=-708/170, 4-5=-706/170,5-6=-1146/176,1-11=-1256/105 BOT CHORD 10-11=-286/27119-10=-242/1406,8-9=-191/811,4-8=-703/151 WEBS 2-10=-368/85,2-9=-561/182,3-9=-66/739,3-8=-454/88,5-8=-175/1133,1-10=-33/1051 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girders)for truss to truss connections. 6)Bearing at joint(s)11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)11 except Qt=1b) 6=133. 8)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard -,�OF NES Y C ` Op"ER G, o'Q.r 2� 56308 A�OFESStO�P� o Truss Truss Type (qty y Harvest Pointe @ Cutchogue 18032699B T06 PIGGYBACK BASE 1 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 281699.51 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-VeUC84yNmlcFfax7o7WxLMpwWecHYzx9hYCy?FzWMTc -1-5-4 6-0-7 11-9-7 17.0-0 23-0-0 1-5-4 6.0-7 5-8-15 5-2-9 6-0-0 5x6= 3x4= 3x6= Scale=1:57.9 4 5 6 7.00 12 3x4 14 3 5 8 10 3x6 3 W 2 1 12 5x6= 11 10 c2 3x4= 5x6= - c 13 4x12 d m � N 2x4 II 5.00 12 8 7 2x4 11 3x6= 0 6�0 3.0-13 8-9-0 14-5.3 17-0-0 23-0-0 0'-6 0 2-6-13 5-8-3 5.8.3 + 2-6-13 � 6.0.0 Plate Offsets(X,Y)-- [4:0-3-0,0-1-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.0811-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.1511-12 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.10 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.04 11 >999 360 Weight:174 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-10 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except` end verticals,and 2-0-0 oc purlins(5-4-14 max.):4-6. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except* 6-0-0 oc bracing:12-13. W1 0:2x4 SP No.2 or 2x4 SPF No.2 1 Row at midpt 5-9 WEBS 1 Row at midpt 6-7 REACTIONS. (Ib/size) 7=870/Mechanical,13=973/0-6-0 (min.0-1-15) Max Horz 13=288(LC 10) Max Uplift7=-133(LC 8),13=-102(LC 11) Max Grav7=1188(LC 26),13=1387(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2234/187,3-14=-1513/188,4-14=-1334/213,4-5=-823/i 71,5-6=-660/177, 6-7=-1 139/175,2-13=-1408/185 BOT CHORD 12-13=-304/286,11-12=-290/1644,10-11=-209/889,9-10=-1 76/725,5-9=-1 100/224 WEBS 3-12=-108/412,3-11=-688/184,4-11=86/776,4-10=-352/90,5-10=-79/695,6-9=-169/1099, 2-12=-85/1668 NOTES- 1) OTES1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 011=1b)7=133, 13=102. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and refere standard ANSI/TPI 1. ,�l� F NEW yo 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. y.�P y�OpNER G •Q� LOAD CASE(S) Standard ` S6308 tp`'' A�OFESStO�P� oTruss Truss Type y Harvest Pointe ra Cutchogue 180326998 T07 PIGGYBACK BASE 1 1 Job Reference(optional) Unrversal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 2816:39.56 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-scHSBnOVaHEYILp5bg662PXnHfDrCAwurgwjgSzW MTX 1.5.4 6.0-7 11-9-7 _ 17-0-0 23-0.0 1 5 4 6-0-7 5-8-15 5-2-9 6.0-0 4x6= 3x4= 3x6= Scale-157 9 4 5 6 7.00 12 3x4 13 3 6 W4 3 � 4x8 2 2 1 10 6x12= 5x8= \� O M O 2x4 II 5.0012 4x12 -55 N 8 7 2x4 11 3x6= 0�6-0 4-8.0 12-10 0 17.0.0 23 0-0 0-6-0 4-2-0 8-2.0 4-2-0 6-0 0 Plate Offsets(X Y)-- [2:0-2-14,0-2-01,[4:0-3-0,0-1-121,[10:0-5-8,0-2-8],[11:0-3-4,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Weill Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.2010-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.91 Vert(CT) -0.4010-11 >677 360 TCDL 15.0 Rep Stresslncr YES WB 0.89 Horz(CT) 0.16 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 10-11 >999 360 Weight:167 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-10 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except' end verticals,and 2-0-0 oc purlins(5-0-8 max.):4-6. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3*Except* 1 Row at midpt 5-9 W9:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 6-7,3-10 REACTIONS. (Ib/size) 7=870/Mechanical,12=973/0-6-0 (min.0-1-15) Max Horz 12=288(LC 10) Max Uplift7—133(LC 8),12=-102(LC 11) Max Grav7=1188(LC 26),12=1 387(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2821/232,3-13=-1202/140,4-13=-1053/165,4-5=-949/170,5-6=660/177, 6-7=-1139/174,2-12=-1 420/190 BOT CHORD 11-12=-305/347,10-11=-363/2054,9-10=-179/732,5-9=-1093/230 WEBS 3-11=-81/791,3-10=-1217/220,5-10=-98/780,6-9=-168/1099,2-11=-127/2163 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)7=133, 12=102. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. pF NEW 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,�� W).o LOAD CASE(S) Standard ��P 5)cp�HER 66305 ter, v RO�ESS1oNP Job russ Truss TYPO Qty ply Harvest Pointe @ Cutchogue 18032699B T08 PIGGYBACK BASE 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 2816A0.01 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-CZ5_EU3ePpsgs712OEhHITEe6gxZtVid_5dTLgzWMTS 1-5-4 5.3-10 11-9-7 17-00 23-0-0 1-5~ 4{-- 5.3.10 6-5-13 5-2-9 6-0-0 —� 46= 3x4= 3x6= Scale=1.57.9 q 5 6 5Z] ERI 700 12 3x6 13 3 B T W4 C cc 3x8 --- 11 10 5 9 q 12 5.00 12 412 N 3x4 11 8 7 2x4 11 3x6= Orb-0 5-3.10 12-2-6 17-0 0 23-0-0 0 6 0 4.9.10 6-10-13 _ 4-9-10 6.0-0 Plate Offsets(X,Y)-- [2:0-3-3,0-1-81,[4:0-3-0,0-1-121,j10:0-5-4,0-2-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.1710-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.3210-11 >856 360 TCDL 15.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.19 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.0710-11 >999 360 Weight:166 ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 3-1-5 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(4-10-14 max.):4-6. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: B4:2x4 SP No.3 1 Row at midpt 5-9 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 6-7,3-10 W9,W2:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 7=870/Mechanical,12=973/0-6-0 (min.0-1-15) Max Horz 12=288(LC 10) Max Uplift7=-133(LC 8),12=-102(LC 11) Max Grav7=1188(LC 26),12=1387(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3047/266,3-13=-1327/134,4-13=-1 140/162,4-5=-1 001/174,5-6=-660/176, 6-7=-1 140/174,2-12=-1393/186 BOT CHORD 11-12=-292/316,10-11=-430/257119-1 0=4 80/733,5-9=-1083/236 WEBS 3-10=-1617/252,4-10=0/271,5-10=-114/823,6-9=-167/1099,3-11=-86/781, 2-11=-178/2433 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psi(ground snow);Pf=23.1 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psi or 2.00 times flat roof load of 23.1 psi on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)7=133, 12=102. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and ref F NEj V YO standard ANSI/TPI 1. �CQ' OpHER G 'Qi 10)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord ��C_ r LOAD CASE(S) Standard V / ` $6305 AROFESS100 ob Truss russ Type y Harvest Pointe @ Cutchogue 18032699B T09 PIGGYBACK BASE 1 1 Job Reference(op Zonal) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 2816:40:06 2018 Page 1 ID xK3oGYLbO4sCyprNOgrYEYzvB2g-ZXutHC7nDLV7yuaOBnHSSWxUlhhzYILM8NLE1tzWMTN l i 14 6-0-7 _J 11-9-717-0-0 23-0-0 1-5-4 6.0-7 5-8-15 5-2-9 6-0.0 46= 3x4= 3x6= Scale-1:57.9 4 5 6 r5ZI X-2 21 7.00 FIT 3x4 i 13 3 6 W4 C 00 4x8 2 10 5x8= 5x8= M o 6 12 0 2x4 11 5.0012 4x12 5 a 8 7 2x4 I I 3x6= Or6-,0 4.0-12 13.5.4 17-0-0 23.0-0 0-6.0 3-6-12 9-4-8 3.6.12 6-0-0 Plate Offsets(X,Y)-- 12:0-2-14,0-2-01,[4:0-3-0,0-1-121,[11:0-1-12,0-3-4] LOADING(psf) SPACING 1-7-3 CSI. DEFL. In (foe) Vdefi L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.2410-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.5010-11 >550 360 TCDL 15.0 Rep Stress incr YES WB 0.83 Horz(CT) 0.14 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.05 10-11 >999 360 Weight:168 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals,and 2-0-0 oc purlins(5-2-0 max.):4-6. B2:2x4 SP No.1,64:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3*Except` 6-0-0 oc bracing:11-12. W9:2x4 SP No.2 or 2x4 SPF No.2 1 Row at midpt 5-9 WEBS 1 Row at midpt 6-7,3-10 REACTIONS. (Ib/size) 7=870/Mechanical,12=973/0-6-0 (min.0-1-15) Max Horz 12=288(LC 10) Max Uplift7=-133(LC 8),12=-102(LC 11) Max Grav 7=1 188(LC 26),12=1387(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-Ali forces 250(lb)or less except when shown. TOP CHORD 2-3=-2659/205,3-13=-1121/140,4-13=-992/165,4-5=-904/168,5-6=-659/177, 6-7=-1 138/175,2-12=-1421/185 BOT CHORD 11-12=-306/318,10-11=-337/1859,9-10=-175f732,5-9=-1105/223 WEBS 3-11=-70/749,3-10—1090/214,5-10=-84/760,6-9=-169/1097,2-11=-98/2039 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)7=133, 12=102. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. OF: NEW 10)Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. y� LOAD CASE(S) Standard �'�P Sl�OpIAER.G 'Q•r Vim\ C) ''' ,* 0A 6630E ARO Ssto�P ri'8 toss RISS Type ty y Harvest Pointe @ Cutchogue 032699B T10 PIGGYBACK BASE 1 1 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:40.10 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-SI707ZAH Ha�ZRVunOdMOcM6Ajl5NUa8y3?JSAezW MTJ 1-5.4 6-0-7 11-9-7 17-0.0 _ 23-0.0 1-4 6.0-7 5-8.15 5-2-9 6-0-0 -i 5x6= 30= 3x6= Scale=1:57.9 4 54 6 700 12 / 3x6 14 3 5 8 10 3x6 i 3 Q 2 \ 11 10 5x6= r 3x4= 545= o o� 13 4X12 N N 2x4 II 5.00 12 8 7 2x4 11 3x6= OHO 2-5-9 r 8-9-0 15-0-7 17.0.0 , 23-0.0 1 0-6 0 1-11.91-11.9 6.3-7 6-3 7 1-11-9 6-0-0 Plate Offsets(X,Y)-- f4:0-3 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.0811-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.57 Vert(CT) -0.1411-12 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.08 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.03 11 >999 360 Weight:175 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals,and 2-0-0 oc purlins(5-6-11 max.):4-6. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3"Except` 6-0-0 oc bracing:12-13. W1 0:2x4 SP No.2 or 2x4 SPF No.2 1 Row at midpt 5-9 WEBS 1 Row at midpt 6-7 REACTIONS. (ib/size) 7=870/Mechanical,13=973/0-6-0 (min.0-1-15) Max Horz 13=288(LC 10) Max Uplift7=-133(LC 8),13=-102(LC 11) Max Grav7=1188(LC 26),13=1 387(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1960/163,3-14=-1451/189,4-14-1272/214,4-5=-784/171,5-6=-660/177, 6-7=-1139/175,2-13=-1410/180 BOT CHORD 12-13=-304/272,11-12=-270/1527,10-11=-202/855,9-10=-174/724,5-9-1105/218 WEBS 3-11=623/181,4-11=-81/749,4-10=369/89,5-10=-69/686,6-9=-169/1099,2-12=-62/1444 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)13 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)7=133, 13=102. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. OF NEW 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. yo'pr LOAD CASE(S) Standard g�OpHER G IN r � 4 56308 tL� A'�O Ssto�P�' Job cuss 7ne y Harvest Pointe @ Cutchogue 180326998 T11 K BASE 1 1 Job Reference(optional) Universal Forest Products,56318 NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816A0:15 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-oGxGAHE066drXGmICAxZJQp1 VJmp9gvhCHODrszWMTE 1-5-4 6-0-7 11-9-7 17-0-0 23:0 0 1-5-4 6-0-7 T 5.8-15 5-2-9 6-0-0 I 5x6= 2x4 11 3x6= Scale=1:57.9 q 5 6 700 F12 4x4 14 3 W6 C cc5 3x6 G 2W1 1 2 _— 2 11 10 6x10 0 1 13 5x6= 3x4= 3x4= c LN N N 2x4 11 5.00 12 6 7 2x4 11 3x6= oto-6 6 6.9-0 16-7-10 8- 7-10-10 7-10-10 0-4-6 _ Plate Offsets(X,Y)-- [4:0-3-0,0-1-121,[9:0-2-12,0-3-01 _ LOADING(psf) SPACING 1-7-3 CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.10 9-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.68 Vert(CT) -0.21 9-11 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.05 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.03 7-8 >999 360 Weight:168 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals,and 2-0-0 cc purlins(5-7-1 max.):4-6. 134:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: WEBS 2x4 SP No.3`Except' 1 Row at midpt 5-9 W9:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 6-7,4-9 REACTIONS. (Ib/size) 7=870/Mechanical,13=973/0-6-0 (min.0-1-15) Max Horz 13=288(LC 10) Max Uplift7=-133(LC 8),13=-1 02(LC 11) Max Grav 7=1188(LC 26),13=1 387(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-978/124,3-14=-1312/187,4-14=1135/212,4-5=684/172,5-6=-681/172, 6-7=-1144/174,2-13=-1443/143 BOT CHORD 12-13=-293/285,11-12—227/1292,1 0-1 1=-1 851778,9-10=-185/778,5-9.703/151 WEBS 3-12=-721170,3-11—489/177,4-11.62/688,4-9=-446/86,6-9=-1 6911116,2-12=0/847 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)7=133, 13=102. 9)This truss is designed in accordance With the 2015 International Residential Code sections R502A 1.1 and R802.10.2 and referenced standard ANS11TPI 1. O� NE 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,�� yo LOAD CASE(S) Standard g�P\y�OXF1ER 66308 v� AROFESSIO�P Job Russ Truss Type Qty Ply Harvest Pointe @ Cutchogue 18032699B T12 PIGGYBACK BASE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017IATek Industries,Inc.Wed Mar 28 16.40:20 2018 Pagge��1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-9Dk9D_IZwfG8elfi?jXkOTWsgKUug2hQMZk W3zWMT9 1-5-4 6.0-7 11-9-7 17-0-0 23.0.0 r5-4 6-0.7 5-8-15 5-2-9 6-0-0 5x6= 2x4 11 4x4= Scale=1:59.4 4 �-� 6 7.00 12 4x4 13 3 W5 W8 4 3x4 11 2 2 �1 12 11 10 9 6x12- G 04= 3x4=3x4= N 3x4 11 44= 8 7 17.0-0 23-0.0 0_15j8 8-2.4 8-4-4 6-0� Plate Offsets(X,Y)-- f4:0-4-8.0-2-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.08 9-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.63 Vert(CT) -0.17 9-11 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.02 8 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) -0.03 7-8 >999 360 Weight:168 Ib FT=40% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5.6-9 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except` end verticals,and 2-0-0 cc purlins(10-0-0 max.):4-6. B3-.2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 5-9 WEBS 1 Row at micipt 6-7,4-9,6-9 REACTIONS. All bearings 6-0-0 except(Jt=length)12=0-6-0. (lb)- Max Horz 12=287(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)7,12 except 8=-155(LC 8) Max Grav All reactions 250 Ib or less at joints)7 except 8=1305(LC 26),8=1052(LC 1),12=1113(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4191106,3-13=-831/132,4-13=-662/158,2-12=-592/155 BOT CHORD 11-12=-160/887,10-11=-120/366,9-10=-120/366,8-9-1259/193,5-9=-709/152 WEBS 3-11=-510/179,4-11=-63/719,4-9=-756/102,3-12=-774/28 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,12 except(jt=lb) 8=155. 7)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEVA y ��Cp�HERG Op C, t Of O 5630B v� ARO SS1 Job Nss russ Type Ply Harvest Pointe @ Cutchogue 180326998 T13 Monopitch Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 28 16.40.26 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-_N5RU1 NKWVOHMy6sM_e8Gkmy4lSxEnglkUBlkjzWMT3 •0-11-4 5-0-5 9-9-3 14-6-0 17-8.0 0-11-4 5-0 5 4-8-13 4-8-13 4x619.0 7 'Scale:1/8"=1' 4X6 i 6 13 0 rn M 5x6 �, 5 Z iG 4 /W3 2x3' 2 3 1 -1a-1'016 817 Bx8—6x6= o �jp o 2 ��11 n 1 6x10 MT18HJ� 12 8X8 i 4x10\\ 5x8 MT18HS I I 0�6r0 7.3 13 146-0 17-8-0 , 0-6-0 6-9-13 7-2-3 3-2-0 Plate Offsets(X,Y)-- [2:0-4-4,0-10-12),[6:0-1-0,0-1-12],[11:0-4-0,0-5-8] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.60 Vert(LL) -0.16 9-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.30 9-11 >713 360 MT18HS 244/190 TCDL 15.0 Rep Stress Incr NO WB 0.74 Horz(CT) 0.11 8 n/a n/a BCLL 10.0 Code IRC2015ITP12014 Matrix-S Wind(LL) 0.12 9-11 >999 360 Weight:310 Ib FT=4°/a BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-9 oc purlins, except BOT CHORD 2x6 SP No.2*Except* end verticals. B2:2x8 SP DSS,B1:2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* W4:2x4 SP No.2 or 2x4 SPF No.2 WEDGE Left:2x4 SP No.3 REACTIONS. (Ib/size) 8=5122/0-10-0 (min.0-3-2),2=2722/0-6-0 (min,0-1-8) Max Horz 2=328(LC 27) Max Uplift8=-927(LC 9),2_408(LC 9) Max Grav8=5246(LC 16),2=2753(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-8808/1787,3-12=-8755/1673,4-12=-8349/1579,4-5=-3717/582,5-13=-3592/596, 6-13=-3586/607 BOT CHORD 2-11=-I 79417362,10-11=-1176/5282,10-14=-1245/5662,14-15=-1 29216141, 9-15=-1345/6565,9-16=-470/2697,16-17=-46812678,8-17=-464/2657 WEBS 4-9=-2346/630,6-9=-1 056/6029,6-8=-4915/927,3-11=-122/255,4-11=-612/3217 NOTES- 1)2-ply truss to be connected together with 1 Od(0.120"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-7-0 oc,2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. OF NEW All plates are MT20 plates unless otherwise Indicated. ).O 8)Bearing at joint(s)2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should ver' c VER bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)excep 't=I - 2=408. G t 10)This truss is designed In accordance with the 2015 International Residential Code sections R502,11.1 and R802.10.2 r fere standard ANSI/TPI 1. n w Continued on page 2 6630B v ROFESSt°1P ��B toss fUSs ype y Harvest Pointe @ Cutchogue T13 Monopltch Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:4026 2018 Page 2 IDxK3oGYLbO4sCyprNOgrYEYzvB2g=N5RUINKWVOHMy6sM_e8Gkmy4lSxEnglkUBlkjzWMT3 NOTES- 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)666 Ib down and 241 lb up at 5-8-10 on top chord,and 816 Ib down and 158 Ib up at 7-3-13,816 lb down and 167 Ib up at 8-11-0,1087 lb down and 143 Ib up at 12-1-6,925 lb down and 142 Ib up at 13-8-9,and 1017 Ib down and 143 Ib up at 15-3-12,and 1179 Ib down and 194 Ib up at 16-10-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-7=-61,2-9=-16,8-9=-16 Concentrated Loads(lb) Vert:10=-796(F)11=-796(F)12=-638(F)14=-1087(F)15=-925(F)16=-1017(F)17=-1179(F) _�SOF NEW c� ��OpHER G+ o'P•r n 66308 v� AROFESS10k, Lob Nss russTpe y Harvest Pointe @ Cutchogue T14 Roof Special Girder -- 1 1 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc Wed Mar 2816:40:30 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-s8LxJPQgajWjgaQdbpj4QaxbCMy1 Aiouf69WtUzWMT? 5-11-12 14-4-0 17-8-4 21-4-0 5.11-12 + 8-4-4 3-4-4 T 3-7-12 � Scale=1:36.6 3x4= 3x6= 3x4= 3x4 11 3x4= 3x4= bZl bZl _ 4 --�8-�— - L W3 V 32 5x8= 16 8 17 18 3x4= 2x4 11 � N 13 14 15 12 3x8= 2x4 II 2x4 II 11 10 5- _ 5-10-0 _5-1112 10-1-0 14-4-0 + 17-8-4 21-4.0 _ 5- 5.4-8 _0• -12 4-1-4 4-3-0 3-4.4 3-7-12 Plate Offsets(X,Y)-- [9:0-2-4,0-2-0] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Weil Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.78 Vert(LL) 0.0511-12 >999 360 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.45 Vert(CT) -0.06 11-12 >999 180 TCDL 15.0 Rep Stress Incr NO WB 0.28 Horz(CT) 0.00 7 n/a n/a BCLL 10.0 Code IRC2015ITP12014 Matrix-8 Weight:153 lb FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-6, except end verticals. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. 62:2x4 SP No.3 WEBS 1 Row at midpt 9-11,2-9 WEBS 2x4 SP No.3 REACTIONS. All bearings 8-6-0 except(jt=length)12=0-4-0,7=Mechanical. (lb)- Max Horz 12=-121(LC 25) Max Uplift All uplift 100 lb or less at joint(s)except 12=-191(LC 5),7=-213(LC 6),10=-244(LC 6),11=-31 O(LC 6) Max Grav All reactions 250 Ib or less at joint(s)except 12=324(LC 34),7-692(LC 2),10=949(LC 1),10=949(LC 1), 11=882(LC 2),11=860(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-6=-555/i68,6-7=-433/136 BOT CHORD 9-10=-910/295,4-9=-411/144,9-16=-180/555,8-16=-180/555 WEBS 2-11--476/175,5-9=-736/233,5-8=-85/303,6-8=-183/615 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psi(ground snow);Pf=23.1 psi(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 191 Ib uplift at joint 12,213 Ib uplift at joint 7, 244 Ib uplift at joint 10 and 310 Ib uplift at joint 11. 7)This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)156 Ib down and 118 Ib up at 1-4-13 ,156 lb down and 118 Ib up at 3-0-0,156 Ib down and 118 Ib up at 4-7-3,210 lb down and 86 Ib up at 15-9-8,210 Ib down and 86 Ib up at 17-4-11,and 210 Ib down and 86 Ib up at 18-11-14,and 213 Ib down and 85 Ib up at 20-7-1 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). OF NEW Y LOAD CASE(S) Standard .�P pHER O 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 g"'O� G Uniform Loads(pit) Vert:1-6=-61,10-12=-1 6,7-9=-16 U Concentrated Loads(lb) Vert:8=-204(B)13=-111(B)14=-111(B)15=-111(B)16=-204(B)17=-204(B)18=-206(B) p tv 66305 AROfiESS10�P� 0 FT1'U5S_s Truss Type y Harvest Pointe @ Cutchogue 160326998 JACK-CLOSED 4 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8130 s Dec 12 2017 MiiTek Industries,Inc.Wed Mar 28 16:40 2 2018 Page 1 -0.11-4 5-7-14 ID.xK3oGYLb04sCyprNOgrYEYzvB2g-oXTik5R46LmR4ta0t EIYV?02MAJhefiB6QecwNzW MSz 0-1�- - 5-7-14 -J 2x6 11 3 Scale=1:30.7 9.00 r 2 6 ^ N N N 1 LCI 4 2x4 T M 2 n u7 c� N N 1 1 -il so0 12 5 4x8 11 6- Plate Offsets(X,Y)-- (2:0-1-5.0-1-12],(5:0-0-14.0-1-12] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) -0.02 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n1a BCLL 10.0 Code IRC2015/TPI2014 Matrix-R Wind(LL) 0.01 4-5 >999 360 Weight:31 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=279/0-6-0 (min.0-1-8),4=200/Mechanical Max Horz 5=123(LC 8) Max Uplift5=-7(LC 11),4=-74(LC 11) Max Grav5=286(LC 22),4=258(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-283/115 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)5 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 7 Ib uplift at joint 5 and 74 Ib uplift at joint 4. 8)This truss is designed in accordance with the 2015 international Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard _,�®F NEW,,, C��5'(OpHER C' O Z re 56308 A�OFESSIONP� o tossTruss-Type y7Jference Pointe @ Cutchogue 18032699B T16 MCNOPITCH 1 (optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 122017 KTek Industries,Inc.Wed Mar 28 16,40,34 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-IvaS9nTLdy19JBjOgfn0aO5M5zM66ZCUak7j?FzWMSx �0-11-4 5-7-14 x0-11-4 5-7-14 2x6 11 3 Scale=129.7 900 12� 6 Z11 1 5 4 2x4 11 2x4 11 Q-5-a 5-7-14 b-5-$ 5-2-6 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.03 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) -0.06 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-R Wind(LL) 0.02 4-5 >999 360 Weight:29 ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=200/0-3-14 (min.0-1-8),5=279/0-6-0 (min.0-1-8) Max Horz5=155(LC 8) Max Uplift4=-63(LC 11),5=-18(LC 11) Max Grav4=261(LC 21),5=295(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-252/116 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 4 and 18 lb uplift at joint 5. 6)This truss Is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard SOF NEPV CPQ _�O?HER G E: itg 1� 2N 4a �per' �2 66306 ARO SSIO'k, oI russcuss ype y Harvest Pointe @ Cutchogue 180326998 T1 6A MONOPITCH 51 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 fATek Industries,Inc Wed Mar 2816,40:37 2018 Pagge� 1 ID xK3oGYLb04sCyprNOgrYEYzvB2g-9UGbnoVDwtPIAfSzVoLIC21uvBQIJwxwGiMNr�zWMSu 0-11.4 5-7-14 0-11-4 5-7-14 -- � 2x6 11 3 Scale=129.7 900 12 7 / 1 3x4 11 2 1 B1 6 3x4 11 5 4 2x4 11 0-7-12 0.5-8ii 5-7-14 F0-5.8 5-0-2 0-2-4 LOADING(psf) SPACING 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP` TCLL 23.1 Plate Grip DOL 1.15 TC 0.37 Vert(LL) 0.01 4-5 >999 360 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) -0.01 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-R Weight:34 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WI:2x6 SP Not REACTIONS. (Ib/size) 4=159/0-3-14 (min.0-1-8),5=318/0-4-8 (min.0-1-8) Max Horz 5=153(LC 8) Max Uplift4=-102(LC 8),5=-23(LC 11) Max Grav4=220(LC 21),5=330(LC 24) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-6=-269/129 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Il;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 102 Ib uplift at joint 4 and 23 Ib uplift at joint 5. 6)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSIfTPI 1. LOAD CASE(S) Standard � „ W ` $6305 �Ci= AROFESSIO�P� Job Truss Type Qty Ply �Harvest Pointe @ Cutchogue 18032699B T 7 JACK-CLOSED 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:40:39 2018 Page�1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-5tOLCUXTSUfRPycMCCNCHTpE1_6TngsDjOrUgTzWMSs 0 11-4 3-7-14 0.11-4 3-7-14 2x4 11 Scale=1:28.9 3 9.00 12 6 1 3x6 i 2 1 Cq 1 4 5 3x4= 20 11 5- _ 3-7-14 5- 3.2-6 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.11 Vert(CT) -0.01 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Wind(LL) 0.00 5 **** 360 Weight:30 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=206/0-6-0 (min.0-1-8),4=119/Mechanical Max Horz 5=153(LC 8) Max Uplift5=-30(LC 7),4=-1 05(LC 8) Max Grav 5=257(LC 22),4=194(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 30 lb uplift at joint 5 and 105 Ib uplift at joint 4. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. LOAD CASE(S) Standard ��OF NEW), C2 �OppHER Q Oar C: ori ,L1 M ,. ` 56308 k� ARO�ESSIO�P� Job russ Truss Type Qty Ply Harvest Pointe @ Cutchogue 180326998 T18 Roof Special 1 1 Job Reference (optional) Unrversal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:40:41 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g•2GV6dAYk_"GmkkdPgNuuRBoeGFZYW BKKbILzWMSq 6-2.12 13-7.10 21-4-0 6-2.12 7-4-14 7.8.6 2 54 Scale=1:36.1 4- 3x4 I I N O �-tln� N >8' 5x6= 7 3x4 11 4x10= 7.00 12 9 20 11 d-4• _ 6.2-12 13-7-10 21-4-0 4- 5-10-12 7-4-14 7-8-6 LOADING(psf) SPACING- 1-7-3 CSI. DEFL In (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.13 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.27 7-8 >940 360 TCDL 15.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.11 6 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.09 7-8 >999 360 Weight:115 Ib FT-4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins(2-2-0 max.):1-5, except end verticals. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-5-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 9=809/0-4-0 (min.0-1-8),6=809/Mechanical Max Horz 9=-150(LC 9) Max Uplift9=-144(LC 7),6=-145(LC 8) Max Grav9=838(LC 2),6=838(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-768/180,1-2-1517/340,2-3-1742/326,3-4=-1742/326,4-5=-1742/326,5-6=-751/174 BOT CHORD 7-8=-380/1542 WEBS 1-8=-313/1628,2-8=-496/181,4-7=-483/177,5-7=-322/1763 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TOLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Provide adequate drainage to prevent water ponding. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 144 Ib uplift at joint 9 and 145 lb uplift at joint 6. 7)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ��pF NE1ry�Y C'CP�C&VIERG ��✓ Q �2 - ` 66306 !r}' AROFESSIO�P� Job russ Truss Type Ply Harvest Pointe @ Cutchogue 18032699B T19 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiiTek Industries,Inc.Wed Mar 2816.40:43 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-_eds2ra_Wj9tuav7r2S8SJzglbL21UMpeeplpEzWMSo 7-7-3 14-3-14 21-4.0 7-7-3 6-8-10 4 7.0.2 \ 3 \ 3x4= I I _ _ Scale=1:39.5 MY 8 5x6= ' 2x4 II 4x8= r N ,a 7.00 12 9 2x4 11 0�0 7-7-3 14-3-14 21.4-0 0'-4'0 7-3-3 6-8-10 7-0-2 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.12 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.58 Vert(CT) -0.26 8-9 >969 360 TCDL 15.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.10 6 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.07 7-8 >999 360 Weight:120 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING• TOP CHORD 2x4 SP No.1 'Except' TOP CHORD 2-0-0 oc purlins(3-8-2 max.):1-5, except end verticals. T2:2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-4-14 oc bracing. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 1-9 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 9=809/0-4-0 (min.0-1-8),6=809/Mechanical Max Horz 9=-178(LC 9) Max Uplift9=-152(LC 7),6=-154(LC 8) Max Grav9=838(LC 2),6=838(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-759/187,1-2=-1467/345,2-3=-1416/284,3-4=-1416/284,4-5=-1416/284, 5-6=-757/180 BOT CHORD 7-8=-388/1486 WEBS 1-8=-305/1557,2-8=-433/188,4.7=-418/154,5-7=-292/1486 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterlor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Provide adequate drainage to prevent water ponding. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 152 Ib uplift at joint 9 and 154 Ib uplift at joint 6. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ®F NEvv), 0 �P Op"ER G N-7 e .,, r� rr,:{' � . w 2N ceiTort �� ` 66306 Cr,� ARO SSIo�P�' Job R1Ss cuss Type ly Harvest Pointe @ Cutchogue 180326998 TLO Roof Special 77� 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816.40:46 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-ODJ?gtcspeXSli eiXB?r4ybMnpKjwtYFKb1 MQZzWMSI 5-2-1310�-10 10 -3 15-9.5 21-4-0 5-2-13 5-2-13 0 9 53-3 5-6-11 ISa 242 URI ISG Scale=1:45.4 4 2)3 it 1 VsN 4V co W IT 8 5x6= 7 2x4 11 48= 7.00 12 9 3x6 10.6-3 8-11-11 10-510 15&5 21-4-0 O�r44��--00 8.7-11 1.5150• 9 53-3 -�--�- 5.6.11 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.21 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.44 8-9 >571 360 TCDL 15.0 Rep Stress Incr YES WB 0.55 Horz(CT) 0.09 6 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 8-9 >999 360 Weight:131 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins(4-11-11 max.):1-5, except end verticals. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-9-4 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 1-9,2-9 REACTIONS. (Ib/size) 6=807/Mechanical,9=810/0-4-0 (min.0-1-8) Max Horz 9-205(LC 9) Max Uplift6=-164(LC 8),9=-163(LC 7) Max Grav6=836(LC 2),9=839(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1302/30513-4=-1068/233,4-5=-1068/233,5-6=-771/183 BOT CHORD 8-9=-2951726,7-8=-363/1341 WEBS 4-7=-353/125,5-7=-254/1229,3-7=-323/144,2-8=-150/974,2-9=-1098/243 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Provide adequate drainage to prevent water ponding. 4)Refer to girder(s)for truss to truss connections. 5)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 164 Ib uplift at joint 6 and 163 Ib uplift at joint 9. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ,or NEyiy �CQ' OpHER NO �ZN � C9� ` 56305 !p� AROFESStoN��' Io Truss r ss Type y Harvest Pointe @ Cutchogue 18032699B T21 Roof Special 717 1 Job Reference(optionaq Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:4050 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-H_YVWFfNsOEeyTmO4nEomzCQkNsargFD?ZZKzWMSh _ 8-0-13 12-10-15i6-11-12 21-4-0 ~ 8.0-13 �- .4-10-2 4-0-13 , 4-4-4 5 6.00 5913 -{4 I I Scale=1:52.4 6X10 4x4= 12 ao 1 5 v rn / 8 / 5x6= 7 �% 3x6= 9 / 4X4i� 7.00 F12 i 10 2x4 11 0 4r0 5-3 13 10-4-2 15-8-5 21-4-0 0-4-0 411-13 5-0-5 _ 5-4-3 5-7-11 Plate Offsets(X,))-- [2:0-5-0,0-1-131 LOADING(psf) SPACING- 1-7-3 CS1. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.10 8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.18 7-8 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.15 6 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.06 8 >999 360 Weight:136 Ib FT=49% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, except T1:2x6 SP No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):1-2,3-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 8-7-10 oc bracing:8-9. WEBS 1 Row at midpt 1-10 REACTIONS. (Ib/size) 10=809/0-4-0 (min.0-1-8),6=809/Mechanical Max Horz 10=210(LC 8) Max Upliftl 0=-1 04(LC 11),6=-131(LC 8) Max Grav,10=1094(LC 29),6=1100(LC 29) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-1 064/188,1-11=-827/217,2-11-820/218,2-12=-2239/454,12-13=-2193/460, 3-13=-21861470,3-4=-1126/234 BOT CHORD 8-9=-468/2075,7-8=-210/1306,6-7=-1 54/1001 WEBS 1-9=-146/1033,2-9=-1850/369,2-8=-2/25613-8=-252/1209,3-7=-426/130,4-7=-51/517, 4-6=-1317/221 IP NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 Ib uplift at joint 10 and 131 Ib uplift at joint 6. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ,tf�OF NEW yo 56308 AROFESSIO��\. Job Fuss TFUSS Type Qt1y PlyHarvest Pointe @ Cutchogue 180326998 T22 Roof Special i 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8130 s Dec 12 2017 Mi rek Industries,Inc Wed Mar 2816.40:54 2018 Pa9e� 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-9mo0Mciuw5YJjGFE?s8jOewekl2foQDQArzni5zW�iASd 5.8-1 11-8-9 15-3-1121-4.0 5. .1 6-0.8 3-7-3 6-0-5 4 5 6.00 12 I^ I I Scale=1:58.5 2X3Ip11 W7 6 � 4x4= 4x12 10 i 1 � - 4 % 7 3x6= 6x12= W /l 8 7.00 F12 9 2x4 11 0�4t0 5-2-1 5r8�1 11-8-9 + 21-4-0 0-40 4-10.1 0.6-0 6-0.8 9-7-7 Plate Offsets(X,Y)-- [2:0.6-0,0-1-131,31,L5-Edge LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 1.00 Vert(LL) -0.24 6-7 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.50 6-7 >504 360 TCDL 15.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.16 6 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.07 7-8 >999 360 Weight:126 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except' TOP CHORD Structural wood sheathing directly applied or 3-0-5 oc purlins, except T2:2x4 SP SS end verticals,and 2-0-0 oc purlins(2-2-0 max.):1-2,4-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 REACTIONS. (Ib/size) 9=809/0-4-0 (min.0-1-8),6=809/Mechanical Max Horz 9=241(LC 8) Max Uplift9=-87(LC 11),6=-129(LC 8) Max Grav9=927(LC 29),6=938(LC 29) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-894/208,1-2=-1537/377,2-10=-2662/492,3-10=-2527/509,3-11=-2602/586, 4-11=-2555/599,5-6=-304/66 BOT CHORD 7-8=-487/1707,6-7=-181/983 WEBS 1-8=-326/1699,2-8=-1468/349,2-7=-56/794,3-7=-525/168,4-7=-425/2001,4-6=-1175/282 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 Ib uplift at joint 9 and 129 Ib uplift at joint 6. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. LOAD CASE(S) Standard SOF NEW ��P�SCO�HER G '0 v RoFESSI r0 cuss Truss Type y Harvest Pointe @ Cutchogue 18032699B T23 Roof Special 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:4057 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-aLT9_elmDOwuaLpg_IQOGYAEF4d?n2sspCRJQzWMSa 3 3 4 10-2-14 17.8-8 21-40 3� 3-4 r 6-11-10 7. 10 5 6 6.00 I I Scale:3/16"=1' 3x4 G = 3x4 i 4 113 T 3 6 �� , 4 ' 2x4 II 5x6 g 3x6 1 �1 6x6= ' W 9 4 7.00[12 10 3x4 0 4rO 6-3.1212-4.0 21-4.0 0-0 5.11-12 6-0.4 _ 9-0-0 Plate Offsets(X,Y)-- [8:0-2-12,0- -01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.24 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.47 7-8 >532 360 TCDL 15.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.23 7 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.09 8 >999 360 Weight:128 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2"Except" TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3,T2:2x4 SP SS 2-0.0 oc purlins(6-0-0 max.):1-2,5-6. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-1-11 oc bracing. WEBS 2x4 SP No.3*Except` WEBS 1 Row at midpt 2-10,3-9 W6:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) 10=809/0-4-0 (min.0-1-8),7=809/Mechanical Max Horz 10=278(LC 8) Max Upliftl0=69(LC 11),7=-131(LC 11) Max Grav 10=1046(LC 30),7=1029(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-2046/392,3-11=2013/422,3-4=-2964/579,4-12=-2764/603,5-12=-2619/606 BOT CHORD 9-10--451/1195,8-9=-685/304117-8=-124/660 WEBS 2-1 0=1 8621371,2-9-49/761,3-9=-1453/252,5-8=-513/2504,5-7=-1143/261 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL--6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;and vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 Ib uplift at joint 10 and 131 Ib uplift at joint 7. 8)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ��®f NEW). �y,O?VAER G o�t `O $6305 ARO SstoNP�" Job rusS Truss Type Qty Ply Harvest Pointe @ Cutchogue 180326998 724 Half Hip 1 1 Job Reference(optional) universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:41,00 2018 Page 1 ID•xK3oGYLbO4sCyprNOgrYEYzvB2g_w9HcgnfWxlTRBjOL7F7evAhHS2pC7eJ2nO5wlzWMSX 6-10-1213-6-0 20.1-4 i 6.10-12 6-7-4 46.7.4 1 2-1 5 6 6.00 F12 c 4 I I Scale=1.70.8 3x6 3x6 q r / 3 W6 3x4 2 W4 / 11 8 7 3x8 6x6 //� 4x8- 1 % o --1N2 9 / /-4x6 / 7.00 12 10 2x4 II 0•�0 6 10-12 12-4-0 21-4-0 0-4 0 6-6-12 5-5.4 T 9-0-0 _ Plate Offsets(X,Y)-- 15:0-4-3,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.93 Vert(LL) -0.23 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.97 Vert(CT) -0.44 7-8 >563 360 TCDL 15.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.22 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.09 8-9 >999 360 Weight:130 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals,and BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(6-0-0 max.):5-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-7 REACTIONS. (Ib/size) 10=799/0-4-0 (min.0-1-8),7=815/Mechanical Max Horz 10=319(LC 8) Max Upliftl 0-47(LC 11),7=-i 83(LC 11) Max Grav 10=1101(LC 26),7=1190(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10-1071/254,1-11=-2378/454,2-11=-2276/470,2-3=-3029/530,3-4.2751/555, 4-5=-260/60 BOT CHORD 9-10=-354/17118-9=-6231239117-8=-390/2058 WEBS 1-9=-299/2011,2-9=-919/215,2-8=0/526,4-8=-259/1473,4-7=-2143/50115-7=-456/122 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterlor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Refer to girder(s)for truss to truss connections. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 Ib uplift at joint 10 and 183 Ib uplift at joint 7. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard ®F NEw Op"ER G t 0 2d, S630a Qi� AROFESSIO�P� Job russ Truss Type Qty Ply Harvest Pointe @ Cutchogue 180326998 T25 Monoprtch 1 1 Job Reference(optional) i Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi-fek Industries,Inc.Wed Mar 2816:41.03 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-OVgQFhpXosg 1 IeRzOFogGXoCHf5FPZmIFlfIW4zWMSU 7.4-8 145-8 21-10.0 7-4.8 7-1-0 7-4-8 6.00 12 5 Scale=1:75.3 3x4 i 3x6 � 10 3 W6 iG 3x4� 2 W4 3x6 6x6 04= W2 B �� / 7.00 F12 9 2x4 I I �i 0-pro 6.3-12 12.4-0 21.10-0 0-4-0 5.11-12 6-0-4 9-6-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in Qoc) I/deft L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.95 Vert(LL) -0.26 6-7 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.93 Vert(CT) -0.54 6-7 >478 360 BCDL 15.0 Rep Stress[nor YES WB 0.55 Horz(CT) 0.17 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.10 7 >999 360 Weight:126 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-6 REACTIONS. (lb/size) 9=828/0-4-0 (min.0-1-8),6=828/0-6-0 (min.0-1-9) Max Horz 9=349(LC 8) Max Uplift9=-46(LC 11),6=-206(LC 11) Max Grav9=875(LC 3),6=979(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-827/261,1-2-1603/439,2-3=-2305/561,3-4=-2157/589,5-6-279/67 BOT CHORD 8-9=-390/169,7-8=-685/1896,6-7=-346/1316 WEBS 1-8=-263/1325,2-8=-781/266,2-7=0/417,4-7=-312/1348,4-6=-1433/486 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Bearing at joint(s)9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 46 Ib uplift at joint 9 and 206 Ib uplift at joint 6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard SOF NEW), Z o 66306 AROFESSt°NPS Job ruse Truss Type ply Harvest Pointe @ Cutchogue 18032699B 726 Monopitch 2 1 Job Reference (optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 M7ek Industries,Inc.Wed Mar 2816:41:05 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-LtyAgNmKUwlXybM8grl Lytf6TxmtWs2i38sbyzWMSS 5-2-0 10-4-0 5-2-0 5.2-0 2x4 11 Scale=1:42.3 3 600 12 7 3x4 2 3x4 1 6 5 4 2x4 11 3x4= 3x4= 5 5-2-0 10-4.0 5- 4-8-8 5-2.0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.22 Vert(CT) -0.03 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.32 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.01 4-5 >999 360 Weight:69 Ib FT=4% BCDL 10.0 LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=386/0-6-0 (min.0-1-8),6=386/0-4-0 (min.0-1-8) Max Horz 6=2i 9(LC 8) Max Uplift4=-90(LC 11),6=-28(LC 11) Max Grav4=434(LC 3),6=422(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-383/100,1-6=-363/102 BOT CHORD 4-5=-96/292 WEBS 2-4=-363/174,1-5=0/307 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 90 Ib uplift at joint 4 and 28 Ib uplift at joint 6. 5)This truss is designed in accordance with the 2015 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEEIMY OpNEFR? V . tib 66308 ARO�ESSIO�P� Job nJssJcuss ype y Harvest Pointe @ Cutchogue 18032699B 727SGE GABLE 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:41:13 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-60RCL6xoSxxcU BCucL_AgeDwmhZbl?gDY14HtVzWMSK 'o9-8-8 17-5-0 25-0-10 27-7-0 2.0-0 7-8-8 -- ' 7-8-8 7-7-10 2-6-6 4.00 FIT 6 I Scale=1 49.6 40 77.00 12 3x4 3x4% 5�/' S 5 4 / 2x4 11 II 0 5x8 S 0 2x4 II 3 S 2 24 11 Will aD 4x10= i S 4 sr6 3x8= % T Sri 1 a 51 14 13 12 11 10 9 8 2x4 11 3x8= 4x4= 3x4—3X4= 3x4= 3x4= 3x4 11 5 2.4-11 9.8.8 17-5-0 22.4.4 27-7-0 5- 1.11-3 7.3-13 7-8-8 4 11-4 5-2-12 Plate Offsets(X,Y)-- 12:0-4-11,0-2-01,[3:0.4-0,0-1-81,[6:0-3-8,0-2-01,[13:0-3-8,0-1-81 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.11 12-13 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.67 Vert(CT) -0.2012-13 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.03 10 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP12014 l ix-S Wind(LL) 0.05 12-13 >999 360 Weight:257 ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2-Except- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T3,T2:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(4-1-4 max.):1-2. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-10,5-10,6-9,6-8 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 14=492/0-5-8 (min.0-1-8),10=1517/0-4-0 (min.0-3-5),8=89/0-6-0 (min.0-1-8) Max Horz 14=275(LC 8) Max Upliftl4=56(LC 7),10=-227(LC 11),8=-46(LC 43) Max Grav 14=613(LC 29),10=2119(LC 29),8=178(LC 33) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-569/73,1-2=-1700/228,2-3=-822/9513-4=-117/517,4-5=-96/723 BOT CHORD 13-14=-257/55,12-13=-212/1479,11-12=-129/673,10-11—129/673,9-10=593/136 WEBS 1-13=-223/1750,2-12=-822/138,3-12=0/328,3-10=-1 377/234,5-10=-1429/257, 5-9=-26/680,6-9=-470/55,2-13=-604/151 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x3 MT20 unless otherwise Indicated. 7)Gable studs spaced at 2-M oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 56 Ib uplift at joint 14,227 Ib uplift at joint 10 and 46 Ib uplift at joint 8. 9)This truss is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �i of NEW), LOAD CASE(S) Standard Ay� 0941ER G 0 P V t �W ` 56308 ASO SSIONP� Job Nss Truss Type yy Harvest Pointe @ Cutchogue 18032699B 728 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc Wed Mar 2816A1:17 2018 Pagel ID:xK3oGYLb04sCyprNOgrYEYzvB2g-_BhjBU_JVAR2zoWfrB36gUNcl JwZhv9pTw2VOGzWMSG 0-2-15 5 2.8-13_ 31_8 10-0-14 17-5-0 25-0-10 27-7-0 4 2 5 14 0 4-11 6-11.6 7-4-2 7-7-10 2.6-6 0-2-15 46% 7 00112 Scale=1:53.2 4.00 12 7 16/x/ 2x4 II 6// W 9 4v 10 °D 12 00 12 \\ I V1 4x6 II 5x8 15 �// W N VO N 14 13 12 10 11 9 3x6= Or5�8 B-10-4 17-5.0 22-4-4 27-7-0 0-5 8 8.4.12 8.6-12 4.11-4 5-2-12 Plate Offsets(X,Y)-- [3:0-3-8,Edge1,[7:0-3-8,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.1013-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.2213-14 >953 360 TCDL 15.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 11 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.02 13 >999 360 Weight:175 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except' TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except T4,T3:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF Not BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-11,6-11,7-10,7-9 REACTIONS. (Ib/size) 11=1486/0-4-0 (min.0-3-4),9=108/0.6-0 (min.0-1-8),14=540/0-5-8 (min.0-1-8) Max Horz 14=291(LC 8) Max Upliftl 1=-237(LC 11),9=-26(LC 12),14—59(LC 11) Max Grav 11=2075(LC 32),9=195(LC 38),14=674(LC 32) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-15=-877/48,4-15=-794/69,4-5=-137/462,5-6=-117/664 BOT CHORD 13-14=-280/1351,12-13=114/615,11-12=-114/615,10-11=-526/146 WEBS 3-13=-655/240,4-11=-1275/232,6-11=-1380/262,6-10=36/626,7-10=-437/62, 3-14=-1428/258,4-13=0/388 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.Ii;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0-5-4 to 27-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 237 Ib uplift at joint 11,26 Ib uplift at joint 9 and 59 Ib uplift at joint 14. 8)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard _,�®F NEW)- c '09VtER C1 O 6630E v� AROfiESS1Ok, o 1 FUSS FUSS ype y FHafvestf]P@nte @ Cutchogue 18032699B T29 _ erence(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industnes,Inc.Wed Mar 28 16:4122 2016 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-L8UcEB2SKi4L4ZOdekeHXY5SoKgSM4LYcClGhT,WMSB -Q-5141-10-2 7.6-6 12-5-11 17-5-0 25-0-10 27-7-0 0-5-4 1-10-2 1 5-8-4 4.11-5 4-11-5 7-7-10 2-6-6 4.00 F12 8 7.00't6`Ie=1:48.9 �5.� 2x4 1I 9 7 // l F W 10 5x8 MT18HS= 4x4 12.00 3 a 16 // 11 00 IN 6ZI O _ 2x4 4 2 5 0 Ce. 1 2 M 15 14 13 12 11 10 3x8= 015.13 7.11-1 17-5-0 22-4.4 27-7-0 0'-5- 7-5-9 9.5-15 4-11-4 5-2-12 Plate Offsets(X,Y)-- [3:0-5-0.0-1-12],[8:0-4-12.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.11 12-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.51 Vert(CT) -0.2312-14 >904 360 MT18HS 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.02 14 >999 360 Weight:182 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2,T3:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(3-4-13 max.):3-4.' BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-11,8-10 REACTIONS. (Ib/size) 12=1424/0-4-0 (min.0-2-14),10=148/0-6-0 (min.0-1-8),15=563/0-6-0 (min.0-1-8) Max Horz 15=276(LC 8) Max Upliftl2=-207(LC 11),10=-41(LC 12),15=-72(LC 11) Max Grav 12=1846(LC 32),10=217(LC 38),15=684(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-884/135,4-16=-902/159,5-16=-826/160,5-6=-87/459 BOT CHORD 14-15=-229/432,11-12=-446/114 WEBS 3-14=-32/647,5-14=-104/1028,5-12=-795/176,6-12=-I 180/217,6-11=-8/500, 8-11=319/35,3-15=-785/126,4-14=-770/181 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 3x4 MT20 unless otherwise indicated. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 207 Ib uplift at joint 12,41 Ib uplift at joint 10 and 72 Ib uplift at joint 15. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 10)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) StandardOF NEjay Y P� �OppHER 0 { Q a w 1 'w V• 66308 tp� ARO SSto�P�" Job russ Truss Type Qty ly Harvest Pointe @ Cutchogue 18032699B T30 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8130 s Dec 12 2017 Walk Industnes,Inc.Wed Mar 2816:4127 2018 Pagge� 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-h6HUHu6a9EidAKHaQIESEboKMLP411?HmUT1 NhzWMS6 1-1-0 Q•Sr4 + 5_-3-9 11-45 173.0 25-0-10 27-7-0 d 541-1-3 4.2-6 6-0-11 6.0-11 7-7-10 2-6-6 Scale=1:48.7 5x6_�Z_ 7.00112 4.00 F12 8 2x4 11 9 3x8 MT20HS 6 7 / W 11 4x10= 7 12 1200 12 5x6= 3 N N 2x419 To- 0 4 1 2 N 16 15 14 13 12 11 10 5- 5.8.4 11-4-5 17.5-0 22-4 4 27.7-0 5- 5-2.12 5-8-0 6-0.11 4-11-4 5-2-12 Plate Offsets(X,Y)-- f3:0-3-9,0-2-81,[4:0-4-11,0-2-01,[8:0-3-9,0-2-81 LOADING(psi) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.0514-15 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.40 Vert(CT) -0.0814-15 >999 360 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.02 12 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.03 15 >999 360 Weight:183 lb FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T4:2x4 SP No.i end verticals,and 2-0-0 oc purlins(4-8-13 max.):3-4. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-12,8-11,8-10 REACTIONS. (Ib/size) 12=1473/0-4-0 (min.0-3-2),10=117/0-6-0 (min.0-1-8),16=544/0-6-0 (min.0-1-8) Max Horz 16=278(LC 8) Max Upliftl2=-220(LC 11),10=-38(LC 12),16=-67(LC 11) Max Grav 12=1999(LC 32),10=198(LC 38),16=652(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-1111/173,4-17=-520/60,5-17=-438/71,5-6=-96/565,6-7=-80/588 BOT CHORD 15-16=-239/323,14-15=-163/1060,13-14=-122/399,12-13=-122/399,11-12=-510/128 WEBS 3-15=-101/947,4-14=-800/139,5-14=0/420,5-12=-1042/186,7-12=-1 315/230, 7-11=-17/612,8-11=-401/52,3-16=-684/101,4-15=-291/99 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psi(ground snow);Pf=23.1 psi(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psi or 2.00 times flat roof load of 23.1 psi on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)All plates are 3x4 MT20 unless otherwise indicated. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 220 Ib uplift at joint 12,38 Ib uplift at joint 10 and 67 lb uplift at joint 16. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard ��pF NEP6, CO NCO 58305 tL�' v ROFESSIO�P Job russFR,-usfsspecial ype y Harvest Pointe @ Cutchogue 180326998 T31 2 1 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industnes,Inc.Wed Mar 2816A1:30 2018 Page 1 ID DcK3oGYLb04sCyprNOgrYEYzvB2g-6hzdvw8TR94C1 o?96Qn9sECnQYPPEIOjSShh_?zWMS3 OT5�4 5-8-0 11-0-8 16-5-0 24.0-10 26-7-0 0 5-4 5.8 0 5-4.8 5.4-8 7-7-10 2-6-6 46 7.00112 Scale=1:49.5 4.00 12 8 2x4 11 9 7 5 W 2m x3�� 5X6 3 3 \ 2 4x10 II 14 13 11 12 10 HN -10-1 _ 16-5-0 4-11-4 26-7-0 0'5•g 7.10-12 8-0-12 4-11-4 Plate Offsets(X,Y)-- (2:0-8-5,Edge),[8:0-3-8.0-2-0) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.08 2-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.17 2-14 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.01 12 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.01 14 >999 360 Weight:171 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: SLIDER Left 2x8 SP No.2 3-0-5 6-0-0 oc bracing:11-12. WEBS 1 Row at midpt 8-11,8-10 REACTIONS. (Ib/size) 2=538/0-6-0 (min.0-1-8),12=1 333/0-4-0 (min.0-2-3),10=189/0-6-0 (min.0-1-8) Max Horz2=270(LC 8) Max Uplift2=-74(LC 7),12=-1 94(LC 11),10=37(LC 12) Max Grav2=550(LC 3),12=1388(LC 2),10=253(LC 19) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-793/158,3-4=-725/172,4-5=-583/109,5-6=-98/268,6-7=-84/347 BOT CHORD 2-14=-190/673,11-12=-331/102 WEBS 4-14=-300/161,5-14=-26/486,5-12=-662/174,7-12=-815/203,7-11=0/409 NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)All plates are 3x4 MT20 unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 Ib uplift at joint 2,194 Ib uplift at joint 12 and 37 Ib uplift at joint 10. 7)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW), CQ' HER O clz� E: W 56305 A�O�ESStONP� Job russ Truss Type Ply Harvest Pointe @ Cutchogue 180326998 T32 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:41:35 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-SfmWydCcGuV7Zu7uzNKZH7i4Z8HvOGScjPSfDzWMS_ 0-10-14 Q-5 4 4-8-10 11-0-13 17-5-0 25-0-10 27-7-0 U5 3 912 6-4-3 6-4-3 7-7-10 2.6-6—� 0-10.14 4.00 12 5X6 7.00dle=1 A8.9 8 2x4 11 9 3x6.5 6 W 0 11 CT a V 12 OD5 4x10= 17//� r 12.00 12 5x6= 2x41 2 �yyT� 1 4 a 7 N {ll 16 15 14 13 12 11 10 0 5-8 5.1.5 11.0-13 17-5-0 22-4-4 27-7.0 d-5-$ 4-7.1� 5.11-8 6-4.3 4-11-4 5-2.12 Plate Offsets(X,Y)-- [3:0-3-0,0-1-151,[4:0-4-11,0-2-01,[8:0-3-9,0-2-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.0614-15 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.44 Vert(CT) -0.1014-15 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.02 12 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.03 14-15 >999 360 Weight:182 lb FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except T4:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(5-0-15 max.):3-4. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-12,7-12,8-11,8-10 REACTIONS. (Ib/size) 12=1488/0-4-0 (min.0-3-3),10=108/0-6-0 (min.0-1-8),16=539/0-6-0 (min.0-1-8) Max Horz 16=279(LC 8) Max Upliftl2=-222(LC 11),10—38(LC 12),16=-66(LC 11) Max Grav 12=2038(LC 32),10=192(LC 38),16=650(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. TOP CHORD 3-4=-1195/182,4-17=-557/61,5-17=-483/73,5-6=-99/461,6-7=-82/620 BOT CHORD 15-16=-243/284,14-15=172/1129,13-14=-123/435,12-13=123/435,11-12—532/131 WEBS 3-15=-119/1062,5-14=0/396,5-12=-i 096/194,7-12=-1351/236,7-11=-20/635, 8-11=-423/54,3-16=-655/91,4-15=-339/105,4-14=-786/144 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are 3x4 MT20 unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 222 Ib uplift at joint 12,38 Ib uplift at joint 10 and 66 Ib uplift at joint 16. 8)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard 0) &VAER r' AROssto�P�" Job russ Truss Type Qty Ply Harvest Pointe @ Cutchogue 18032699B T33 ROOF SPECIAL 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 2816:41:41 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-Ho7nDhHMsYTerULGFEUkoYNgC_9HJgNL_fsmllzWMRu Q-5r4 2-0-7 8-1-5 12-9 3 17-5-0 25.0-10 27-7.0 0-5-4 2-0-7 6.0-14 4.7.13 4-7-13 7-7-10 2.6-6 4.00 12 _ 8 Zo =1 A9.2 _ 3x6� � 7.Od 12 _ 9 3x4 7 /�/ 3x4 5x8 MT18HS ii 4x6 12.003 a // 11 co 4 n 0 4 2x4 11 5 2 in Cr. 1 2 m 15 14 13 12 11 10 4x4= 3X8= 3x4=3X4= 3x4= 3X4= 0 _ 8-6.0 17-5-0 22-4-4 27-7-0 5 -8 8.0.8 -� 8-11-0 4.11-4 T 5-2-12 Plate Offsets(X,Y)-- f3:0-5-12.0-1-121,[8:0-4-12.0-1-81 _ LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.0914-15 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.53 Vert(CT) -0.1914-15 >999 360 MT18HS 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.86 Horz(CT) -0.01 10 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.02 14 >999 360 Weight:183 Ib FT=40% BCDL 10.0 LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except. TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2,T3:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(2-2-0 max.):3-4. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-11,8-10 REACTIONS. (Ib/size) 12=1407/0-4-0 (min.0-2-13),10=159/0-6-0 (min.0-1-8),15=569/0-6-0 (min.0-1-8) Max Horz 15=275(LC 8) Max Upliftl2=-205(LC 11),10=-40(LC 12),15=72(LC 11) Max Grav 12=1801(LG 32),10=225(LC 38),15=697(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-850/130,4-5=-852/155,5-6=-841444,2-15=-273160 BOT CHORD 14-15=-2261455,11-12=-445/110 WEBS 3-14=-21/573,5-14=-108/1036,5-12=-753/163,6-12=-1151/211,6-11=-2/483, 8-11=-295/34,3-15=-797/138,4-14=-792/183 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 205 Ib uplift at joint 12,40 Ib uplift at joint 10 and 72 Ib uplift at joint 15. 8)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. LOAD CASE(S) Standard ��pF NEVyY RG 0 ��C��OpHE V� E: W 66306 A�OFESSIO�P� Job russ Truss Type Qty Ply Harvest Pointe @ Cutchogue 180326998 T34 ROOF SPECIAL 1 1 Job Reference (optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 M7ek Industries,Inc.Wed Mar 2816A1:45 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzv82g-AaN132Ktvmz4K5f2U4ZgzOXMCbW_FWMxvHq_ezWMRq 0-5-4 -Q 5r4 i 3.3-12 10-0-6 173-0 25-0-10 27-7-0 %P4 2-10-8 7-0-10 7-0-10 7-7-10 2 6 8 03-4 4.00 12 44% 7.00112 Scale=1:55.8 17 7 / 2x4 II 3x4 /� 8 3x8 MT201]S% Tq� 5 6 / 3x4 W 10 Ci 4 / 11 Co 200 12 4x10 54= 16 6 CU N II 3 11_ f^ 15 14 13 12 11 10 9 2x4 I I 4x4— 3x4— 3x4— 3x4— 3x4= 3x4= 0 5 8 3.8.7_ 10-4-6 17-5.0 22-4-4 27.7-0 0-5-8 3-2.15 T 6-7-15 7.0-10 --F— 4-11-4---� 5.2-12 Plate Offsets(X,Y)-- [3:0-4-11,0-2-01,[7:0-3-8,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.0813-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.55 Vert(CT) -0.1413-14 >999 360 MT20HS 148/108 TCDL 15.0 Rep Stress incr YES WB 0.67 Horz(CT) 0.02 11 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.0413-14 >999 360 Weight:179 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except` TOP CHORD Structural wood sheathing directly applied, except end verticals,and T4:2x4 SP No.1 2-0-0 oc purlins(4-7-15 max.):2-3. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3'Excepr WEBS 1 Row at midpt 4-11,6-11,7-10,7-9 W1:2x6 SP No.2 REACTIONS. (lb/size) 15=535/0-5-8 (min.0-1-8),9=98/0-6-0 (min.0-1-8),11=1500/0-4-0 (min.0-3-4) Max Horz 15=294(LC 8) Max Upliftl5=-63(LC 11),9=-37(LC 12),11=-224(LC 11) Max Grav 15=660(LC 32),9=185(LC 38),11=2083(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3—1401/208,3-16=-681/64,4-16=-587/82,4-5=-108/650,5-6=89/675,2-15=-630/113 BOT CHORD 14-15=-262/147,13-14=-204/1286,12-13=-128/546,11-12=-128/546,10-11=-565/137 WEBS 2-14=-165/1399,3-13=-768/154,4-13=0/351,4-11—1229/215,6-1 1=-1 3951249, 6-10—26/658,7-10=-447/57,3-14=-452/119 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)-0.5-4 to 27-5-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 ib uplift at joint 15,37 Ib uplift at joint 9 and 224 Ib uplift at joint 11. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard ��OF NE[N y Gj��y�OVIER G ;0,pr ` $6306 A�OESSIO�P� Lob3 NSS russ ype y Harvest Pointe @ Cutchogue 6998 T35 MONOPITCH 3 1 Job Referenceo tp tonal) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130s Dec 12 2017 MTek Industnes Inc.Wed Mar 2816:41:47 2018 Page,1 ID.xK3oGYLb04sCyprNOgrYEYzvB2g-6yV2UkL7RODoaPoQb�b82pdgXPHTjV2DMbJ43 WzWMRo 5.3-0 10-6.0 5-3-0 2x4 11 Soale=1:43.1 3 6.00 12 7 3x4 2 3x4 1 �Fi BI 6 5 4 2x4 11 3x4= 3x4= Q-5-� 5.3-0 10-6-0 i -5- 4-9-8 5.3-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.03 4-5 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.33 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.01 4-5 >999 360 Weight:70 Ib FT=4% LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 4=393/0-6-0 (min.0-1-8),6=393/0-6-0 (min.0-1-8) Max Horz 6=219(LC 8) Max Uplift4=-91(LC 11),6=-29(LC 11) Max Grav 4=441(LC 3),6=427(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-396/10111-6=-367/103 BOT CHORD 4-5=-95/303 WEBS 2-4=-374/176,1-5=0/313 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 91 Ib uplift at joint 4 and 29 Ib uplift at joint 6. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard of:NEI Y Z ` $6305 tri A�OFESSIO�P� Job I Truss - russy e Ply Harvest Pointe @ Cutchogue 180326998 T36SGE GABLE 1 -_ 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 2816:41 SO 2018 Page�1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-WXAB6mO0kJbNRtX?Hd8rgS FMgcCWwpLg2ZXlgrzWMRI 11•{3 4.3.12 8-6-0 13-0-4 18-0.0 •11- 4-3-12 4-2-4 46-4 4.11-12 4x4= Scale=1:54.1 4 3x8_ 24 9.00 f 4x4 O 3 5 cc IN 6 2x4 11 2x6 II 2 2 6 1 5 ---- Ioo� 3x4= 9 8 7 1 12 1110 3x4= 3x8= 4x4= 0[5.8 2-8-8 8-6-0 18.0.0 0.5- 2-3-0 5.9.8 -T- _ 9.6.0 Plate Offsets(X,Y)-- [3:0-4-0,0-2-101 LOADING(psf) 231 SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL(Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.16 7-8 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.32 7-8 >571 360 BCLL 10.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.01 7 n/a n/a BCDL 10,0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.01 8 >999 360 Weight:151 Ib FT=40% LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 3-0-0 except(jt=length)7=0-6-0,10=0-3-8. (lb)- Max Horz 12=-196(LC 9) Max Uplift All uplift 100 lb or less at joint(s)12,7,11 Max Grav All reactions 250 Ib or less at joint(s)11,10 except 12=704(LC 1),7=703(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-23=-560/160,4-23=-492/173,4-24=-493/172,5-24=-570/149 BOT CHORD 11-12=-82/488,10-11=-82/488,9-10=-82/488,8-9-82/488,7-8=-32/485 WEBS 4-8=-116/363,3-12=-659/28,5-7=-564/70 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSVTPI 1. 3)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x3 MT20 unless otherwise indicated. 7)Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,7,11. 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ®F NE�Y ��a`�,�ocr►ER� ��p,, PpF IX ` 56308 A�OFESSIO�P� Job ErUSS cuss ype CLty y Harvest Pointe C&Cutchogue 18032699B -- ROOF SPECIAL 14 1 LL Job Reference(optionalZ _ Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:41:53 2018 Pae 1 ID-xK3oGYLbO4sCyprNOgrYEYzvB2g-x6sKknQuIE xlKGayltYH4tpBpDr7Bs61XmPHAz1NgMRl 11 A 9-0-0 15-6-0 3-0-0 3.0-0 6-0.0 6-6-0 4x4= Scale=1:52.6 4 11 9.00 F12 12 4x10 i V,I 3x8 Q OF 5 3 Ch 3x6. �•i�i' I 9 - 1 2x6= 7 2x4 I O 3x8= a 10 9 2x4 11 3x6= 0�H 3-0-0 9-0- 15-6-0 0 0-5-8 2-6.8 6-0- 6.6.0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.10 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.68 Vert(CT) -0.21 7-8 >876 360 TCDL 15.0 Rep Stress Incr YES WB 0.51 Horz(CT) 0.26 6 n/a n/a BCLL 10.0 Cade IRC2015/TP12014 Matrix-S Wind(LL) 0.10 7-8 >999 360 Weight:96 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5.3-13 oc pudins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except' end verticals. 132:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 10=653/0-6-0 (min.0-1-8),6=582/0-6-0 (min.0-1-8) Max Horz 10=188(LC 8) Max Uplift10=-57(LC 11),6=-54(LC 11) Max Grav 10=678(LC 21),6=628(LC 21) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-540/120,3-11=-600/111,4-11=457/127,4-12=-518/121,5-12=-637/103, 2-10=-719/138,5-6=-554/113 BOT CHORD 7-8=-286/1091 WEBS 3-7=-658/285,4-7=-9/30112-9=-3/416,5-7=-45/387 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. LOAD CASE(S) Standard of: NEW OpHER a 0 ` 56308 A�OFE'SSIO�P� o russ toss ype y Harvest Pointe @ Cutchogue 180326998 T38 COMMON 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MITek Industries,Inc.Wed Mar 2816:41:55 2018 Pagg�e 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-tV 49TS8ZrEfXeQz3AkONVy9Sd?TbBxPCrFWL3zWMRg 1.5-4 _ 6-6-0 _ 13-0.0 5 6-6.0 - 6-6-0 4x4= Scale=1:39.0 3 8 9 9.00 r12 3x8 i 3x8�\ 4 2 7 6 52x4 11 2x4 11 3x8 Q__5• 6-6-0 13.0-0 6-0-8- 6.6.0 _ Plate Offsets(X,Y)-- [2:0-3-4.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.03 5-6 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.06 5-6 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 _BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.00 6 >999 360 Weight:78 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 7=591/0-6-0 (min.0-1-8),5=483/0-6-0 (min.0-1-8) Max Horz 7=154(LC 8) Max Uplift7=-62(LC 11),5=-37(LC 12) Max Grav7=607(LC 21),5=507(LC 21) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=486/87,3-8=-313/104,3-9=-346/99,4-9=-481/80,2-7=-545/153,4-5=-437/97 WEBS 2-6=-38/264,4-6=-32/257 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--11.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,5. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard ®F NEW,, PHER O ` S630a �G= AR��ESslok P Job Nss NS Type pe Cly- y Harvest Pointe @ Cutchogue 180326998 T39 HIP 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 2816:41:58 2018 Page 1 ID.xK3oGYLbO4sCyprNOgrYEYzvB2g-H4fDnVU1 rmoEO58Y111L8ahxgOCoY4ruoTAyOzWMRd .1-5.4 4.11.10 8-0-6 13-0-0 14.5-4 1-5-4 4-11-10 3-0-12 4-11-10 6x6= 6x6= Scale=1:31.6 I� 3 11 12 4 I 0 6 9.00 12 10 13 M 3x6 3x6 Lb 2 5 Ni "�, �`� 1 6 wr� 8 9 48= 7 2x4 11 2x4 11 N- 6-6-0 13-0-0 - _ 6-0.8 -- ---- - -6.6-0 - ---- Plate Offsets(X,Y)-- [3:0-3-8,Edge1.[4:0-3-8,Edge1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.03 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.06 8-9 >999 360 TCDL 15.0 Rep Stress[nor YES WB 0.12 Horz(CT), 0.00 7 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.00 8 >999 360 Weight:85 Ib FT=4% LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 9=585/0-6-0 (min.0-1-8),7=585/0-6-0 (min.0-1-8) Max Horz 9=-1 38(LC 9) Max Uplift9=59(LC 11),7=59(LC 12) Max Grav9=887(LC 30),7=887(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10-655/90,3-10=-471/115,3-11=-380/123,11-12=-380/123,4-12=-380/123,4-13-471/115,5-13=-655/90, 2-9=-841/163,5-7=-841/163 WEBS 2-8=-34/307,5-8=-36/307 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16 0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water ponding. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,7. 7)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW), ERG 0�� u ) 2kP ` 6630B ARO SSt°�P� Job LASS -- LASS ype ty Ply]2Job Harvest Pante Qa Cutchogue 1803269967T40 HIP GIRDER 1 Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:42:06 2018 Pagge 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-2c8ETEa2zDc5LK14C_RbJgv9L3ofg8cOk2PbEwzWMRV 1-5-4 3.4-7 6-6-0 9-7-9 13-0-0 14-5.4 1-5i 4 ~– 3.4-7 3 3-1-9 — ' 3-1-9 3-4-7 1-5-4 9.00 12 5x6 --iff Scale=1.41.6 I I 3x6/i 3x6 2 4 6 CQ4 13 // 16 7 0 1 , •�Af� d, 12 11 17 10 18 9 8 2x4 11 3x4= 3x8= 3x4= 2x4 11 5- 3.4.7 6-6-0 9-7-9 13.0-0 5- 2-10-15 3.1.9 3 1-9 3.4- , _ Plate Offsets(X,Y)-- [3:0-4-0,0-2-0],[5:0-4-0,0-2-0] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.18 Vert(LL) -0.01 10 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 - BC 0.12 Vert(CT) -0.01 10 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.15 Horz(CT) 0.00 8 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.01 10 >999 360 Weight:200 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 12=907/0-6-0 (min.0-1-8),8=913/0-6-0 (min.0-1-8) Max Horz 12=114(LC 8) Max Upliftl2=-360(LC 9),8=-363(LC 10) Max Grav 12=1082(LC 28),8=1088(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-885/360,3-14=-976/354,4-14=-975/354,4-15=-975/354,5-15=-976/354, 5-6=-893/363,2-12=-1061/369,6-8=-1067/372 BOT CHORD 11-17=-310/722,10-17=-310/722,10-18=-277/70819-18=-277/708 WEBS 3-10=-147/486,4-10_402/85,5-10=-144/478,2-11=-302/767,6-9=-306/773 NOTES- 1)2-ply truss to be connected together with 1 Od(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 7)Provide adequate drainage to prevent water ponding. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)12=360, 8=363, 9)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. ®F NEW 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. yo 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)159 Ib down and 234 uta -SER G 158 Ib down and 66 Ib up at 5-0-6,158 Ib down and 66 Ib up at 6-7-9,and 158 Ib down and 66 Ib up at 8-2-12,and15 I Avg 4d 234 Ib up at 9-6-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. rQ LOAD CASE(S) Standard V Y 411' CELLA ok �� Continued on page 2 66308 = v� ARO SsIo�P L180obtoss toss ype ry arvestPointe @ Gutchogue326998 T40 HIP GIRDER 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:42:06 2018 Page 2 ID•xK3oGYLb04sCyprNOgrYEYzvB2g-2c8ETEa2zDc5LK14C_RbJgv9L3ofg800k2PbEwzWMRV LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pif) Vert:1-2=-61,2-3=-61,M=-611 5-6=-61,6-7=-61,8-12=-16 Concentrated Loads(lb) Vert:11=-109(F)10=-1440 9=-109(F)17=-144(F)18=-144(F) OF NEVV Y co 4, G OVIAER �\ o'Qi � W 66308 PES SON, oTruss Truss Type Ply Harvest Pointe @ Cutohogue 180326998 T41 JACK-CLOSED 5 1 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 MITek Industries,Inc.Wed Mar 2816:42:08 2018 Pae 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-??G_uwclVgspbevTKPT30F_UUsTt84TJBMuilpzWMRT 4.4-7 0-5.4 4-4-7 2x4 11 Scale:10=1' 3 9 00[12 1 6 K. 2 2x4 11 2 1 4 5 2x4 II 2x4 11 0-5-8 4-4-7 00-5 88 3-10-15 -� LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCLI_ 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-R Wihd(LL) 0.01 4-5 >999 360 Weight:23 Ib FT=4% LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-7 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Wi:2x6 SP No.2 REACTIONS. (Ib/size) 4=150/Mechanical,5=198/0-6-0 (min.0-1-8) Max Horz 5=121(LC 8) Max Uplift4=-53(LC 8),5=-8(LC 11) Max Grav4=199(LC 21),5=219(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h-24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard or NEKY 3 Op"ER G ®,A� ci LU-0 56308 Qin ARoFESStO�P� TrUSS.Tye Qty Job 180326998 T42� D AGONAL HIP GIRDER 2 y 1 Harvest Pointe @ Cutchogue Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816:42:11 2018 P�q e 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-Pax7WxeBnIFOS5e29Xl mOtcrE4UOLROmtK7Mv7zWMRQ 2-8-14 3-11-3 i-- 2-8-14 +- 3.11-3 Scale-1'23.7 3 2x3 I I 636F1_2 6 46 2 T1 W3 W1 1 7 4 5 2x4 11 3x4 0-5-8, _ 3-11-3 Plate Offsets 0-2-0] 10- 3-5-11 XY LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TO 0.81 Vert(LL) 0.02 4-5 >999 360 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.17 Vert(CT) -0.02 4-5 >999 180 TCDL 15.0 Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Weight:37 Ib FT=40% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-3 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=653/0-6-0 (min.0-1-8),4=-49/Mechanical Max Horz 5=86(LC 6) Max Uplifts=127(LC 9),4=-130(LC 13) Max Grav5=704(LC 40),4=28(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-631/96 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)5=127, 4=130. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANS I/TP1 1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)187 Ib down and 23 Ib up at -2-8-14 on top chord,and 58 Ib down and 87 Ib up at 1-9-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-61,2-3=-61,4-5=-16 Concentrated Loads(lb) ®F NEW y Vert:1=-150(F)7=2(B) CO OQHER G 0 2� ecx oYi �� 66306 AROFESSIO�P� Job russ Truss Type Qty Ply Harvest Pointe @ Cutchogue 18032699B T43 JACK-CLOSED 2 1 Job Reference(optionaq Universal Forest Products,66318 NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industnes,Inc.Wed Mar 2816:42:13 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-Ly3txdgRJNV6hPoQ7y3EBluttCtpLE2LecT OzWMRO "1-5-4 1-8-3 1.5.4 1-8-3 2x4 11 3 Scale=1:17.9 XF-1 W3 B1 M_ 4 5 3x4= 2x4 11 �0-5.8 1-2-11 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defi Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.00 5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Wind(LL) 0.00 5 "* 360 Weight:17 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 1-8-3 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=205/0-6-0 (min.0-1-8),4=-1/Mechanical Max Horz5=113(LC 10) Max Uplifts=-31(LC 7),4=-81(LC 10) Max Grav5=271(LC 17),4=63(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-5=-260/126 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.11;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 23.1 psf on overhangs non-concurrent with other live loads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)5,4. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard pF NEW � \�,�Q?HER G ,_O r V 56308 AROFESS1oNP� VolABLE Truss toss Type 1 y Harvest Pointe @ Cutchogue 150326998 -1 Job Reference o tonal) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc Wed Mar 2816.42:16 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-mXIOZfiKcltgYsW'7o4cxjxKug5DR0izV1 og7bLzWMRL 4-1-15 8-3-13 4.1-15 4.1-15 3 Scale=1:19.6 10 9 10.00 12 2x3 11 T 1 4 2x3 11 2 ST2 STI STI 5 Li 161L1 v a 6 0 6 0 87 6 2x4�i 2.3 11 2x3 11 2x3 11 2x4�\ 0-5-8 _ 8.3-13 0.5.8 7.10-5 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Weight:35 Ib FT-4% BCDL 10.0 LUMBER- BRACING• TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF Not BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-3-13. (lb)- Max Horz 1=62(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,8,6 Max Grav All reactions 250 Ib or less at joint(s)1,5,7,8,6 FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;C11=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)1,8,6. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard -,�oF NEj�y aj`��y�O�NER G -0'p� a 66305 Qin ROFeSSI Lob toss russ ypT e y Harvest Pointe @ Cutchogue 699B V02 Valley 1 1 Job Reference(optional) \ Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 M iTek Industries,Inc Wed Mar 2816:42:18 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-iwsm_K)a8v7OoAgOvVfPoMPDfuvZUcdnUwJDfDzWMRJ 2-8-10 L 5.5-5 2.8-10 2-8-10 4x4= Scale=1:15.8 2 10.00 12 T 1 ST1 3 1 4 2x4-, 2X3 11 2x4,� 0• 50.5 8_ 5.5_5 Q- 50.5.3 --- — 411-13 — ---- -------� LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.10 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 3 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Weight:19 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=104/5-4-11 (min.0-1-8),3=104/5-4-11 (min.0-1-8),4=148/5-4-11 (min.0-1-8) Max Horz 1=38(LC 7) Max Upliftl=-1 8(LC 12),3=-23(LC 12) Max Grav 1=104(LC 1),3=108(LC 21),4=174(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjolnt(s)1,3. 6)This truss Is designed In accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/rPI 1. LOAD CASE(S) Standard SOF NEVV), �P� HER O Y a O 663016 AROFESS101, o 7V0'u3 russ ype y Harvest Pointe @ Cutchogue Valley 11 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 122017 MTek Industnes,Inc.Wed Mar 2816:4220 2018 Page 1 ID•xK3oGYLbO4sCyprNOgrYEYzvB2g-eJ_XPOIggWN61 UgmlwhttnUaUibGyVR4yDoKk6zWMRH 1-3-6 _ 2-6-12 1-3-6 1-3-6 3x4= Scale:1.5"=1' 2 10.00 F12 3 T 1 1 B1 Y v a io 6 0 2x4 2x4\\ 0• -5 0-5-82-6-12 _ 0 5 0-5-3 2-1-4 Plate Offsets(X,Y)-- [2:0-2-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.01 Vert(LL) n1a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 10.0 Code IRC2015ITP12014 Matrix-P Weight:7 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-12 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=68/2-6-2 (min.0-1-8),3=68/2-6-2 (min.0-1-8) Max Horz 1=14(LC 8) Max Upliftl=-5(LC 11),3=-5(LC 12) Max Grav 1=72(LC 20),3=72(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW p14ER O Gj 0�- G,. re F q' �x C) � 56308 lr,� AROFESSIONQ� Job russ TR-ofspecial ssType y Harvest Pointe @ Cutchogue 18032699B VO4 1 1 Job Reference(opUonap Universal Forest Products,5631 S.NC 62,Burlington,NC 8130 s Dec 12 2017 MTek Industries,Inc Wed Mar 28 16:42 3 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-2ugf12njzRlhuxZLi2EaVP6xmvZb9nAXeB1_KRzWMRE 10.8-7 21-10-9 10-8-7 11-2-2 3x4= 5 Scale=1:36.1 3 7.00 12 14 T 1 ad d _ 3x4 13 12 11 10 9 82x4 II 3x4= 0-5-8 o-p-7 21-10-9 0 7 21-5-1 --- 0-5.1 Plate Offsets(X,Y)-- f4:0-2-0.0-2-51 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.65 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.32 Horz(CT) -0.00 8 n/a n/a BCLL 10.0 Cade IRC2015/TP12014 Matdx-S Weight:104 Ib FT=4% BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-10-2. (lb)- Max Horz 1=179(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)8,9,10,12 except 13=-1 32(LC 11) Max Grav All reactions 250 Ib or less at joint(s)8 except 1=280(LC 32),9=526(LC 25),10=506(LC 25),12=346(LC 30),13=720(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(ib)or less except when shown. WEBS 6-9=-461/97,5-10=-440189,3-12=-293/81I 2-13=-594/176 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Extedor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)All plates are 2x3 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)8,9,10,12 except (jt=1b)13=132. 8)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9)Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LOAD CASE(S) Standard 0F NEW,,, C �Op"ER G ° � ` 56305 ARO ESSIO't4 --[ JoruST—s -- toss ype y Harvest Pomie @ Cutchogue 180326998 V05 Roof Special 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc Wed Mar 2816A2:26 2018 Page 1 ID•xK3oGYLbO4sCyprNOgrYEYzvB2g-TSLog4gbFMBGIPHwNBoH72kWf7dcMAczK9FfxmzWMRB r 8-7-12 19-9-14 8-7-12 11-2-2 _ Scale=1 X2.7 3x4 2x3 11 2x3 11 2x4 11 2x3 11 4 5 6 ri 3 — U U -- 7.00 12 2x3 11 T 14 Ni 2 T l3i 131 14--11 Y S 3x4 i 13 12 11 10 9 8 2x4 11 2x3 11 2x3 II 4x6= 2x3 11 ae-8 a 7� 19.9.14 7 19.46 --� Plate Offsets(X,Y)-- [4:0-2-0,0-2-51,[10:0-0-0,0-1-121,[10:0-3-0,0-1-41,[11:0-1-12,0-0-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loo) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=15.0 Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 TCDL BCLL 10.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:88 Ib FT=4% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-9-7. (lb)- Max Horz 1=143(LC 8) Max Uplift All uplift 100 Ib or less at jolnt(s)1,8,9,11,12,13 Max Grav All reactions 250 Ib or less atjoint(s)1,8 except 9=527(LC 25),11=499(LC 25),12=408(LC 30), 13=530(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-9=-461/94,5-11—436/88,3-12=-340/82,2-13=-447/134 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterlor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,8,9,11,12,13. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW 1, a n4 r `LO 66306 AROFESSt®�P� Job Truss -- Truss ype y y �Harvest Pointe @ Cutchogue 180326998 V06 Roof Special 1 1 Job Referenceo�oggD_ _ Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 2816.42:29 2018 P e 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-tllxl5sTYHWgcsOV3JL_IgMzIKc?ZYXP07UJY5zWv R8 17-9-3I 6-7-2 - ---�- 17-g -I 6-7-2 11-2-2 Scale=1:29 6 3x4 �- 24 II 2x3 11 2x4 II 2x3 II 3 -- D;;jI 13 4 p;�j 7.00 Fl2 Li U T 1 12 El U1 -tet a 3x4 11 10 9 8 7 2x3 11 2x3 II 3x4= 2x3 11 2x4 II 0-58 0.p-7 i 17.9-3 _ 0-� 17311 0-51 Plate Offsets(X,Y)-- [3:0-1-6,Edgp LOADING(psf) SPACING- 1-7-3 CSI. DEFIL + in (loc) Vdefl Ud PLATES`GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.62 Vert(LL) n/a - n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.25 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 7 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:72 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-6. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-8-12. (lb)- Max Horz 1=107(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,7,8,10,11 Max Grav All reactions 250 Ib or less at joint(s)7 except 1=273(LC 26),8=531(LC 25),10=477(LC 25),11=603(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-8=-463/96,4-10=-423/93,2-11-480/123 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL--1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,7,8,10,11. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard R�pF NEW,, �'<P GOPHER G 0�Q.r r a CEG.iAR �� ` 66308 AROFESSIOXI russ Ply Harvest 180326998 V07ss Valley ype 1 1 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8. ar 28 16:42-32 2018 Pa 1 ID:xK3oGYLbO4sCyprNlOgrYEYzvB2g-cj3w7u30 s Dec 12 2017 MTek lMrCuPTK14kRvhNInc.Wed I-TnXfZmtEri5 z9PzWMR5 _ 15-8-9 15-8-9 3x4 11 Scale=1:52.8 700 12 6 2x3 11 3x4 5 4 2x3 11 3 T 2x3 II 2 1 Y -- 0 d 3x4 10 9 8 7 2X3 11 2x3 I I 2x3 11 3x4 11 o-5-8 o- 7 15.8-9 o- 15-3-1 0-5.1 __ LOADING(psf) SPACING- 1-7-3 CSI DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.70 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.19 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.27 Horz(CT) -0.00 7 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:80 Ib FT-4/6 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-7 REACTIONS. All bearings 15-8-2. (lb)- Max Horz 1=264(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)7,1,8,9,10 Max Grav All reactions 250 Ib or less at joint(s)7,1 except 8=392(LC 17),9=358(LC 20),10=364(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-8=-324/118 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterlor(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)7,1,8,9,10. 6)This truss Is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW,,, raC 09"ER G 'O�Q�, U 66306 ARO SSto�P�' �� — toss toss Type -- — y Harvest Pointe @ Cutchogua 180326996 VOS Valley 1 1 Job Reference(optional) Universal Forest Products,5631 S NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Wed Mar 28 16:42 4 2018 Page 1 ID:xK3oGYLb04sCyprNOgrYEYzvB2g-E'?ggLpwcNq87iduSrsx9Sl3qy W UEoR8APB4DIzWMR3 12-1-11 13-7-14 , 12-1-11 -- - 1-6-2 3x4= 2x4 11 Scale=1.41.8 " v 4 5 2x3 11 3 700 F12 2x3 11 T a 2 m IT T 81 R11 Ell1 -- 3x4 7�- 8 7 6 2x3 11 2x3 11 2x4 11 0.5-8 0- 7 13-7-14— - -i o-6--r--- 13-2-6 0.5.1 _-- -- Plate Offsets(X,Y)-- (4:0-2-0,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.59 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) n/a - n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.22 Horz(CT) -0.00 6 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:64 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 cc purlins(6-0-0 max.):4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid celling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-7-7. (lb)- Max Horz 1=199(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)6,7 except 8=-124(LC 11) Max Grav All reactions 250 Ib or less at joint(s)6 except 1=279(LC 32),7=461(LC 30),8=677(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=-398/9012-8=-557/168 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=f30mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,7 except(jt=1b) 8=124. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW GOPHER 0 Cc, o � ` 5630B Qin AROFESSIONP� [obruSS rUSS Type y 80326996 V09 Valley 1 Harvest Pointe @ Cutchogue 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 IVbTek Industries,Inc.Wed Mar 2816:42.37 2018 Page 1 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-eaWyzgyVglWiZ5d1 X_Us4MhPFYNARBsasNQkgdzWMRO 8-0"6 11-7"3 8-0"6 3.6-13 3x4= 2x4 11 Scale=1:27.7 a 24 11 4 5 ILL F-1 7.00 F12 2x3 11 T `O cc t 2R Li T �v 1 Y 0 6 3x4 8 7 6 24 11 2x3 11 2x4 11 0.5.8 0-Q-7 i 11-7-3 0.0-7-1- 11.1-11 0-5-1 Plate Offsets(X,Y)-- [4:0-2-0,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.33 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 6 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:49 Ib FT=40/6 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):4-5. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings ti-6-12. (lb)- Max Horz 1=127(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,6,7,8 Max Grav All reactions 250 Ib or less at joint(s)1,6 except 7=389(LC 30),8=517(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=-320/8912-8=-438/131 NOTES- 1) OTES1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23 i psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)1,6,7,8. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard OF NEW), c C,%ppHERG 0'Qa $6308 t!i v R�FESSto�P o toss toss Type y Harvest Pointe @ Cutchogue 180326998 V10 valley 1 1 Job Reference(OpUonap Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Wed Mar 28 16.42,39 2018 Page 1 ID:xK3oGYL.b04sCyprNOgrYEYzv62g-azelOW IBMmOpPnQePXK9nnmHM3cv4utJhvrvWzWMR_ 3-11-1 "-8 3-11-1 5-7-8 1 Scale=1:17.5 04= 2x3 11 2x4 11 Id 9 � � T2 — — — 7.00 12 Li T 8 W2 °f W1 STI cV i 1 a B1 C? 0 7 6 5 2x4 i 24 11 2x3 II 2x4 II 0-5-8 0-Q,7 3-11-1i 9.6-6 0-0-7 3.5.9 5.7-8 0-5-1 LOADING(psf) — SPACING- 1-7-3 CSI. DEFL in (loc) Udefl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.29 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:35 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):2-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-6-2. (lb)- Max Horz 1=55(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,5,6,7 Max Grav All reactions 250 Ib or less at joint(s)1,5 except 6=433(LC 25),7=302(LC 30) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=-388/104 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL--1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pg=30.0 psf(ground snow);Pf=23.1 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.1,Lu=74-0-0 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)Gable requires continuous bottom chord bearing. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,6,7. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard pF NEW.,, O �_,OrHER G 'p< EL N 0 66308 V Ro SSto�P '1.6%, 7'6" 5'4" 6'6" 7'6" 29'0" 5'0" 9"wa and ceding heigh 15'0" 0 V V V V � V V V V V V V V I A 'm oN m rn N I 1 T1 fd V C! rn rn rn rn rn m rn w fJ N Q A U N z \ T16 V7 /16" I T19 1'7LD /16" 2 \ 7/12 ceiling pitch 20 N — N W C \ \ N I m A m A C2 O o m T22 m / N m 6 V09 11 111 a T24 _7111- 11 1111111 11 11 v r4 3 N rn T25 6" I VO o T26 N06 \ E26 V I 1 - - - - - Lr zu- \ p - -- - - -- m T28 'm T05 T30m 6.0'. TD6 16 6" 3' N 3,5" T31 \ T07 A_ T31 g N a A A A -E a T32 m tO r; m 1 __j T33 T V7 /1 \ T09 1'7 116" \\ W A a 3 T10 V7 116" \ I o 6'0" wa an ce Ing elg 17'1" 10'8" 23'0" om o_ ol�ro �G1 m yin C m qNq C rA am o a 0 3m m v N [1 d 0 N Harvest Pointe @ Cutchogue � ��t� rwdae6pdmpm s.amm�do r.,—h dediPa tlualdod tlm P6cAraxrd dmMny 7lla dumw dgnm h mymnmlo mr mope n W Pamnnent DradM tlm ma/and Boor system aM mrwa ovma0 atrumro 7Te do9pi Mtlm mss siFpaM1 smpmre hrirdtrp rmamm,6aam,, UFP New 3�®rk9 LLC Fescue For A royal layout antl eolmeah MlmpmaMLiy WIM hu�q SO DO ForwaaM pWamorapntlYp gaetq eormW Bmcbq of M w'Avalhb4 ham lha Tina Nom InnPWo.BSS OONro DAuo:Ma760R WI S1I78¢bitq rmpons�ISdy of tlm Gonad Wrdrxbd&aPodr6oMoN m rYy moa.Powedm,s9 mwat oimd nomh Gia��l6donded mntrucdon Plats.Imdeg mnddlom,and uea If tAey do m4 a la dre mspons0lfiy of tlo Gomml PP 0adoa5 q.romAdad W W.Ift wm"—maomnd IM btNrpoafCtlMs el4 aadps uNwmd Femat P aducb o9l oat m'p"-. o F'WPha rgaa M oErem aRa Mai epgMI ohleP dm.tj mrrN M,M raawrwHa faemm or moddkalbna rmde on oto duap mrsanal"rI DO NOT CUT. m AUniversal Forest Products Company Ttlr MY OR OTNERYASE WEPNR MANAFACTURED TRUSSES WAVY WAY WTTpIIf PR OR WR TEEN AURDRRATON BYAUCFNGED 180326998 03/28!18 SSIONAL DESIGNATED BY LFP UFP VVU NOT BE HEM RESPONSIBLE FOR ANY MODIFICATIONS Wi*CHARGE RACKS•DONE WITHOUT PRIOR g4AUMORPATION FROM LFP I1 lulls Ind asirW Pub RaAd/dadeon,N.�13533/Ph—51"281—_888/Faa:518.828-2368 F 1r Fire separation required as per NYS Code APPROVED AS NOTED o DATE: B.P.' &-5 4 �14Z Blower door FEf=: � , BY: - and ductwork '.NOTIFY ,BUILDING DEPARTM T AT teStln�required. 765-11302 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. ,-FOUNDATION - TWO REQUIRED =FOR POURED CONCRETE 2.. ROUGH = FRAMING & PLUMBING Must provide Manuals 3. INSULATION D,J and S as per 4. FINAL - CONSTPUCTION MUST NYS Ener Code COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEN' YORK STATE. NOT RESPONSIBLE FOR DO NOT PROCEED WITH DESIGN OR CONSTRUCTION ERRORS. f RAMING UNTIL SURVEY OF-,FOUNDATION LOCATION HAS,SEEN APPROVED. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ..CrRH969 TOWN NA ftq&BER:C8 TIFIEATION — ✓ON �1q U -TENT BEFGRE SOUTHOLD TOWN PLANNING BOARD 0TT'- ' TE OF OCCUPANCY St71`-``W�-O USED IN WATER Ems— ry PPLY: YSTEM CANNOT 11 ?,'rJ'IOrOF 1% LEAD. PLUMi31NG, ,.,'ALL'PLUMBING WASTE {s&WATER LINES NEED OCCUPANCY OR Y", �°ING BEFORE COVERING USE IS UNLAWFUL WITHOUT CERTIF{CAT; TRUSS PLACOARDING REQUIRED OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 365-1560 before Backfill,OR Provide Engineer's Certification ELECTRICAL that the drainage has been installed to Code. INSPECTION REQUIRED GRCH ARCHITECTURE PC t`_,us, `f,i'�-�e^�r--• r ei•g• z -�'ni e:}} s: �'t,,''t'a i „'l�c� $ ,,yy} �,y4 2_` a :,il d :a' ? <'.v.xx`i `•i` b�3.jwJ•,. -,�� ` "� �'�' '�*,�==�:�� ',r'.,;'• •�`�K,-= 3750 EXPRESS DRIVE SOUTH SUITE 202 • •- .. '� �� ^ '� ISt.ANDIA, NY 71749 � •.,�- "4 ,ice .•x'i4'yar.;,c :S"''s',.y.' �.*�•'Sm�;it;�a�"? -r WWW.GRCHARCHITECTURE.COM (631)864-3395 March 12,2018 Town of Southold Building Department 53095 Route 25 Southold, NY 11971 Attn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models B,B-1, B-2,C and Alternate Elevation Documents Dear Ms. Nunemaker: Please note that where stated on: Elevations: "Centerline of 2-hour separation wale' Foundation Plan Floor Plans Roof Plan and Building Sections: "Centerline of 2-hour separation wall per UL#336 Sheet FW2. "2-Hour Firewall separation detail" Ll 6 D ailed is a 2-Hour Firewall in this application. J Respectful submitted, ®ARC � s Gle berveyi AIA, LIFED AP J Z Pri ipal ` �k C3 F ty E� i 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 8405.1 (q Section 8316 Foam Plastic A IFOR CODE Pro erties f oil 17 YORK ST TE U o S Classified Accordin a t e Uni ' i I I-- 20 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 t h fled So I C ossification System 2017 N 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 8316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z 2017 NEIM YORK STATE ENERGY CONSERVATION Co1rSTRUCTI04 CODE UNIFIED SOIL VOLUME W floor-ceilin assemblies under the followin circumstances: R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall 9 9 SOIL CLASSIFICATION CHANGE E SOIL DESCRIPTION I bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM DRA NAGE FROST HEAVE POTENTIAL � o 2017 NEIM YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOI�JN AS THE 2016 NYSECCC, REVISED AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. that the end use will comply with the requirements. SYMBOL CHARACTERISTICS POTENTIAL EXPANSION : y 2016. EFFECTIyE OCTOBER 31, 201 R 302.1.12.1 Materials. Draftsto In material shall be not less than 1 2 inch sum board, 3 8 inch wood structural anels. U a' PP 9 / 9YP / P 8316.4 Thernnol barrier. Unless otherwise allowed in Section 8316.5, foam plastic shall be separated from the interior of a building by an approved thermal cw WELL GRADED TfLLE OR'No NES�ND MIXTURES, GOOD ILow LOW O � R 2016 NYSRC (2015 IRC 2ND PRINTING) barrier of not less than '% inch gypsum wallboard. U U GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, 2016 NYSEC (2016 IECC 2ND PRINTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch 8316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: LITTLE oR NO FINES GOOD ILow Low Z 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. 1. Attic access is re uired b Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, N q y LITTLE OR NO FINES GOOD ILOW LOW O W L = M a7 SECTION 8101 Exceptions: 2. The space is entered only for purposes of repairs or maintenance. I- I ) v t SP POORLY GRADED SANDS, OR GRAVELLY SANDS, T r` V E 4. Wood floor assemblies using dimensions lumber or structural composite lumber equal to or great than 2 inch by 10 inch. 3. The foam plastic insulation has been tested in accordance with Section R316.6 or the foam plastic insulation is protected against ignition using 3/6 LITTLE OR NO FINES GooO Low Low () +-• a, - q) inch gypsum board. GM GOOD MIEDIUM LOW � • Q o SILTY GRAVELS, GRAVEL SAND SILT MIXTURES R101.2 The provisions of the International Residential Code for One and Two Family Dwellings shall apply to the construction, alteration, movement, enlargement, Section R303 R316.5.11 Sill plates and headers. Foam plastic shall be permitted to be spray applied to sill plates and headers or installed in the perimeter joist space without sM SILTY SAND, SAND SILT MIXTURES GOOD MIEDIUM Low I- �= (n 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 R316.4 subject to all of the following: than three stories above rade lane in hei ht with a se orate means of a ress and their accesso structures not more than three stories above rade GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MIEDIUM LOW Z U 0-'Ei ca,n 9 P 9 P 9 rY 9 R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3v inch. sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MIEDIUM Low L' X"U)ta 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 o C ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, U 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in i SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOw � `!' m R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. GRouP 2 SLIGHT PLASTICITY _ r- 00 supporting a surcharge. ❑ U � 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light is provided that is capable of producing an average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAN MEDIUM MEDIUM MEDIUM illumination of 6 footcandles (65 lux) over the area of the room at a height of 30 inches above the floor level. Section R317 Protection of Wood and Wood-Based Products Against Decay CLAYS TO I Ow R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairwa illumination. Exterior stairwa s shall be rovided with an artificial li ht source located at the top landin of the stairway. Exterior stairways R317 All sills and lates on exterior foundation wall to be ressure reservativel treated. (D 2 building official shall require an inspection of such construction after lathing or gypsum board or gypsum panel products are in place, but before any plaster rovidin access to a basement from the outdoor rade level shall be rovided withgan artificial li ht source located at the bottom landin of the stairwa P P P Y IZ is applied, or before board or panel joints and fasteners are ttaped and finished. P 9 9 P 9 9 Y• Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. 8109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section 8322.1.10 shall be submitted to the building 1,y. , Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placeilent. Backfill shall not be placed against the wall until the wall has sufficient strep th and has been anchored to the floor above, or official prior to the final inspection. r 9 R3%..I Minimum height. Minimum ceiling heights of 7-0" in habitable rooms. Minimum ceiling heights of 6-8" in bathrooms, toilet rooms & laundry rooms. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of preservative-treated wood shall be treated in the field in accordance with AWPA M4. has been suf,ciently 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 8405 Foundation Drainage contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coatin wei hts for zinc coated 4 r I b without thermal brid es other that fasteners 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 by 9 9 R 05.1 Concrete or rnasonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or Continuous Insulation: Insulating material that is continuous across a s ruc u a mem ers g p g fasteners shall be in accordance with ASTM A 153. Stainless steel driven fasteners shall be in accordance with the material re uirements of ASTM F usable s aces located below rade. Drains a tiles, ravel or crushed stone drains, erforated i e or other a roved stems or materials shall be Z 30 inches at the showerhead. q • p g g g p p'p pp sy It is installed on the interior or exterior or is integral to any ropaque surface of the building envelope. 1667 � 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 o: below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. f- Windbome Debris Re ion: Areas within hurricane- rope re ions located within 1 mile of the coastal mean high water line where the ultimate design wind speed finished floor. Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according 0 9 P 9 8308.4 Hazardous locations. The locations specified in Sections 8308.4.1 through 8308.4.7 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 8405,1. � (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 W 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 F_ 8308.4.2 Glazing Adjacent to doors. Glazing in an individual fixed or operable panel adjacent to a door shall be considered to be a hazardous location where the Section 8406 Foundation Waterproofing and Dampproofing 8301.1.1 Alternative rovisions. As an alternative to the re uirements in Section 8301.1, the followin standards are ermitted subject to the limitations of this code stroke with of not less than 0.5 inch. Where required by the fire code official, address identification shall be rovided in additional a roved locations to � P q 9 P bottom exposed edge of the glazing is less than 60 inches above the floor. P PP R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls than retain earth and enclose interior Z and the limitations therein. Where engineered design is used iin conjunction with these standards, the design shall comply with the International Building facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a 1. Where the glazing is within 24 inches of either side of the door in the plane of the door in a closed position. spaces and floors below grade shall be dompproofed from the higher of (a) the top of the footing or (b) 6 inclhes below the top of the basement O Code. monument, pole or other sign or means shall be used to identify the structure. Address identification shall be maintained. U 1. AF&PA Wood Frame Construction Manual (WFCM). (2015 EDITION) 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging floor to the finished grade using d bituminous coating. door, t, Section R321 Elevators and Platform Lifts � 8308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent 8406.3.3 Porous fill. 1V1e s ace between the excavation and the foundation wall shall be backfilled with orous fill u to m hei ht of one-half of the backfill) is ontains tructural elements exceedin the limits of Section R301 or otherwise not R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall corn I with ASME P P P 9 LL 8301.1.3 Engineered design. Where a building otherwise conventional construct n c s g walkin surface of stairwa s, landin s between fli hts of stairs and rams shall be considered to be a hazardous location. P P 9 PP P PY heio ht and covered with stri s of 30 ound as halt a er or 6 MIL of eth ene to ermit water see a e 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 g y 9 9 P A17.1/CSA 844. 9 P P P P P P Y )� P P 9 9 � demonstrate corn liance of nonconventional elements with othelr a licable rovisions and shall be corn atible with the erformance of the conventional framed Exceptions: The remainder of excavated area shall be backfilled with the same type of soil as was removed during excavation. O M p PP P P p Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. system. Engineered design in accordance with the International Building Code is permitted for buildings and structures, and parts thereof, included in the 2. Glazing 36 inches or more measured horizontally from the walking surface. Z ` 8408.1 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 v scope of this code. Section 8322 Flood Resistant Construction material. If this retarder material is used, rovide 1 s.f. of ventin er 1500 s.f. floor area. Install vents within 3 feet of each comer of ❑ Section 8310 Emergency Escape and Rescue Openings P 9 P 'n UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R 322.1 General. Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in foundation. 8301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wl d 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 Crawls ace access anel to be min. 18" b 24". 0 enin s throw h erimeter wall shall a no es h 4" ^ speed in Table R301.2(1) as determined from Figure R301.2(4)A. RESCUE OPENING PER SECTION 8310. (Egress window & window well) P P Y P 9 9 P b t I s t an 16" byl 2 �1 and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard (� r'-1 8310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in [� R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. TABLE R301.2(1) opening shall be not less than 24 inches and the net clear width shall be not less than 20 inches. R 322.1.5 Lowest floor. The lowest floor shall be the lowest floor of the lowest enclosed area, includin basement and excludin an unfinished flood-resistant 8502.2.2 Blocking and sIs as rine Blocking for fastening panel edges h fixtures shall ra a minimum of utility grade lumlber. Subflooring shall be wood CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill hei ht. Where a window is rovided as the emer enc esca a and rescue o enin , it shall have a sill hei ht of not more than 44 inches above 9 9 Y structural pan Is as specified in Section 503.2. fireblocking shall be of any grade lumber. 9 P 9 Y P P 9 9 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 �� Wind Desi n ISMIC WINTER ICE BARRIER Air Mean 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. R502.4 Joists under baring partitions: Provide 2x full depth blocking 0 48" o.c. max. where beam is not located under wall to allow for piping or vents. GROUND 9 SE 'SUBJECT TO DAMAGE FROM 9 FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical lumbin and electricals stems. Electrical ems a ui me R502.6 The ends of i ach joist, beam or irder shall have not less than 1 1 2 inches of bearin on wood or metal and not less than 3 inches on SNOW SPEED To o ra hical S ecial Wind DESIGN FROST LINE DESIGN UNDERLAYMENT Freezing Annual p g y syst q p nt and components; heating, ventilating, air conditioning; plumbing 1 9 / 9 O 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• ducts stems; and other service a ul 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. I N LOAD (mph) Effe is P Wind bourne CATEGORY WEATHERING DEPTH TEMP REQUIRED Index Temp PP� P 9 � Y q •P q • 8310.2.3.1 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 attachrment to bond or rim joist. a Region Debris window in the full o en osition. Ladders or runs shall have on inside width of not less than 12 inches, shall roject not less than 3 inches from the LU r"� zone Y P P 9 P 1 Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct 8502.8.2 Engineered wood products. Cuts, notches and hales 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 I-joists are prohibited except where permitted by the manufacturers recomrmendations or as shown on these U) 20 130 NO (B) SEVERE 36" MODERATE SLIGHT TO 10 Yes X 1500 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. p TO HEAVY MODERATE Degrees an a roved alternative method. effects of buo an durin the occurrence of floodin to the desi n flood elevation in accordance with ASCE24. Electrical wirin s stems are ermitted PP Y �'� 9 9 9 9 Y P 8502.11.1 Wood Truss Design. Woad trusses shall be designed in accordance with approved engineering practice & be prepalred by a registered truss design m Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. v ) �,/ 8301.2.1.4 Exposure category. P 9 Y 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, wooded areas or othier 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 ❑ w infiltration of flood waters into the tem in accordance with the lumbin rovisions of this code. Section 8506 Concrete Floors (On Ground) O or larger. Exposure B shall be assumed unless the site meets the definition of another exposure. 8311.6 Hallways: min. 36" clear width. � P 9 P 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending mare than 1500 feet. Exposure D extends downwind 8311.7 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 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 headroom height. elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. 8506.1 Concrete slab on grades to be min 3-1/2 inches thick. 1 R 322.2.2 Enclosed area below desi n flood elevation. Enclosed areas includin crawls aces that a R506.2.2 Base. A 4 incl) thick base course consisting of clean graded sand, gravel, crushed stone, crushed concrete or (crushed blast-furnace slag passing 3. Exposure D. Flat, unobstructed areas exposed to wind flowing (aver open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 '� inches on either side of the stairway and the clear width of the stairway at and below the handrail height, 9 � 9 P re below the design flood elevation shall: 1. Be used sole) 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. r 1 feet from the unobstructed area. including treads and landings, shall be not less than 31 VZ inches where a handrail is installed on one side of 27 inches where handrails are provided on Y P 9 9 9 ' Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mlixture soils classified as Group I `•/ both sides. 2. Be provided with flood openings that meet the following criteria and are installed in accordance with Section R322.2.2.1: (%j according to the United Soil Classification System in accordance with Table 8405.1. R301.3 Sto Hei ht. The wind rovisions 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 Z ry 9 P _ 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 I- bearing wall stud height permitted by Table R602.3(5). Individual walls or wall studs shall be permitted to exceed these limits as permitted by Chapter 6 R311.7.3 Vertical rise. A flight of stairs shall not have a vertical rise larder than 147 inches (12' 3") between floor levels or landings. the concrete floor slab and the base course or the re ared sub rade where no base course exists. The va or )retarder is not re uired for Gara es Q 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: r P 9 P q 9 I- 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 8311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. resist wind loads shall be in accordance with the International Building Code. flood elevation, each area shall have openings. I_ `,/ 8311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not mare than 1 k inches shall be provided on stairways with solid risers. 2. The bottom of each opening shall be not more than 1 foot above the higher of the final interior grade or floor and the finished exterior grade Section 8602 Wood Wall Framing Z 8311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediate) under each o enin 8602.3 Desi n and construction. Com onents of exterior walls shall be fastened in accordance with Tables R602.3 1 thlrou h R602.3 4 Wall sheathin W 8302.2 Townhouses. Common walls separating townhouses shall be assigned afire-resistance rating in accordance with Section 8302.2, Item 1 or 2. The common Y P 9• 9 P ( ) 9 ( )• 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. I 0 installations shall be in accordance with Chapters 34 through X43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. O 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 P290)4 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 24� inches. Each tread shall have a depth of not less than Q inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 91 inches. Headroom shall not be less 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 P290)4 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 ore prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 and Coastal A Zones shall be supported on pilings or columns. percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exception: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE TABLE R302.1(1) infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). ,Section R325 Mezzanines EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION ASTENING (a,b,c,d) TYPE 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 . - 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 JOI:>i OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOE NAIL EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater located. 2. CEILING JOISTS f0 TOP PLATE THREE 8D COMMON. TOE NAIL W ^ 17 r � � - - 00 FIRE-RESISTANCE RATED 1 HOUR <5 feet than 72 inches above the finished grade or the other surface below on the exterior of the building, the operable window shall comply with one of the WALLS followin R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. • . r- ri o r: - m of 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ ry N N C6 'r - N ry NOT FIRE-RESISTANCE RATEID >_5 feet R 325.5 Openness. Mezzanines shall be open and unobstructed to the room in which they are located except for walls not more than 36 inches in height, o c� �i ri ri ai ri PROJECTIONS FIRE-RESISTANCE RATED 1 HOUR ON THE UNDERSIDE 22 feet to <5 feet 1. Operable windows with opening that will not allow a 4 inch diameter sphere to pass through the opening where the opening is in its largest opened columns and posts. OVER PARTITIONS position. TABLE R302.1(2) Exceptions: 4. CEILING JOIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1(9) FACE NAIL ' EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL MINIMUM MINIMUM FIRE enclosed space is not greater than 10 percent of the mezzanine area. 8312.2.2 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 EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in'accordance with T release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. 7. ROOF RAFTERS 0 RIDGE, VALLEY OR HIP THREE IOD COMMON. TOE NAIL WAl1S FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section 8310.2.1. RAFTERS TWO 16D COMMON. END NAIL NOT FIRE-RESISTANCE RATEID 3 feet Section R313 Automatic Fire Sprinkler Systems 8. STUD TO STUD (NO AT BWP) 16D COMMON AT 24"O.C. FACE NAIL rn 8302.2.1 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 6d z z o z z x deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O O O 1= O O Z assessor structures. R313.1.1 Design and installation. Automatic residential fire sprinkler systems for townhouses shall be designed and installed in accordance with Section P2904 or NFPA 11. CONTINUOUS HEADER TO STUD FOUR 8D COMMON. TOE NAIL j - - w j j o g D R302.2.2 Parapets for townhouses. 13D• 12. TOP PLATES TO TOP PLATE 16D COMMON 0 16"0 C FACE NAIL w m O v 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 / 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 IAP SPICE EACH SIDE OF JOINT) FACE NAIL ASTM E 108 or UL 790 and the roof decking or sheathing is of noncombustible materials or approved fire-retardant-treated wood for a distance of 4 feet on R313.2.1 Design and installation. Automatic residential fire sprinkler systems shall be designed and installed in accordance with Section P2904 or NFPA 13D. 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL o Section R403 Footings C, each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less , 15. BOTTOM PLATE ?0 JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL 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 complete geotechnical evaluation footings shall be placed on rock, sand gravel and/or gravel, sand, silty sand, clayey sand, silty gravel or o ( ) g g Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the clayey gravel with a resumptive desi n load bearin value of 2,000 PSF. Do not lace footin s on soil that consists rimaril of cls or silt or have 16. TOP OR BOTTOM PLATE TO STUD N walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin Is of T e V construction. Sidewall s rinklers that are used to rotect such areas shall be ermitted to be located such that their P 9 9 P 9 P y Y TWO 16D COMMON. END NNL .- 9 • YP P P P any inorganic material or fill. 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior FOUR 8D COMMON. TOE NAIL lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall have not less than a 1-hour fire-resistance balconies and decks that are constructed of open wood joist construction. R402.2 Concrete: A 28 day minimum compressive strength (f'c) is required at the following locations: 17. TOP PLATES, LAPS AT CORNERS + INTERSECTION 2-16D COMMON FACE NAIL rating. The wall shall be rated for exposure from both sides. 2. Basement walls exposed to weather. 3000 psi plus 5 to 7% air entrainment I� 21. JOIST TO SILL, TOP PLATE, OR GIRDER THREE SD COMMON. TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall be sttructurally independent. Section R314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment Z �T 1 R 403.1.4.1 Frost rotection: Bottom of all footin s to be at least 36" below rade. 22. RIM JOIST OR BLOCKING TO SILL OR TOP PLATE 8D COMMON 0 6"0/C TOE NAIL W I�+�i Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. P 9 9 1. Foundations supporting exterior walls or common walls. R314.1.1 Ustin s. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% 27. BUILT UP GIRDERS AND BEAMS (2X LUMBER) 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2E E"{ 0 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 20349 R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL CL } 8302.3 Two-famil dwellin s. Dwellin units in two-famil dwellin s shall be se orated from each other b wall and floor assemblies havin not less than a 1-hour isolated plain concrete footings supporting columns or pedestals are permitted. O Y 9 9 Y 9 P Y 9 R314.3 Location. Smoke alarms shall be installed in the following locations. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and 0 p 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 slee in 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 Y2 inch diameter ROOF, AND WALL SHEATHING TO FRAMING 8D COMMON ROOF 12"o c at interior W W ti ht a ainst the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathin . P 9 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 ( ) / > Y 9 9 9 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 8D COMMON (SUBFLOOR) supports (see note f) LU U F- Exce tions: the width of the plate. A nut and washer shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 1 w r- P 4. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower. located not more than 12" or less than 3.5" from the end of each late section. Plates shall be rotected a ainst deco and termites. - 0 ^ = Q 1A fire-resistance rating of '/Z hour shall be permitted in builldings equipped throughout with an automatic sprinkler system installed in accordance with NFPA P P 9 Y a. All nails are smooth common, box or deformed shanks except where otherwise stated. Nails used for flraming and sheathing v o 8314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in 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 R314.3. 90 ksi for shank diameters lar er than 0.142" but not lar er than 0.177", and 100 ksi for shank diameters of 0.142" or less. (D C? R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies TABLE 8404.1.2(1) 9 9 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. d. 4-foot-b 8 Foot or 4 foot b 9 foot anels shall be a (led vertical) shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls Y- Y P PP Y W 1I R302.5.1 Opening Protection. Honeycomb-core steel doors not less than 1 3/8 inches thick, or 20 minute fire-rated doors, equipped with a self-closing device. Doors' 2. Ionization smoke alarms with an alarm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermediate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end p W from ora a into habitable s ace: 45 min. fire rated with self - closin device. cooking appliance. MAXIMUM UNSUPPORTED walls and 4 incht:s on center to gable end wall framing. 9 9 P 9 HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL FEET ❑ 8302.5.2 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 ( ) 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 58 R602.3(5) 2x4 wall studs at 16 inches on center with a maximum height of 10 feet shall support a maximum of one floor plus roof/ceiling assembly. 2x6 P T 8314.3, 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. ONE NO. 4 BAR WITHIN 12 INCHES IG THE TOP OF THE WALL STORY r�'�1 = 8302.6 Dwelling-garage fire separation, The garage shall be separated as required by Table 8302.6. Openings in garage walls shall comply with Section 8302.5. 9 AND ONE N0. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall studs at 16 inches an center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: Lii cf Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are Where designed by in accordance with accepted engineering practice or where the ultimate design wind speed is Hess than or equal to 130 mph, � `/ 0 r endicular to the ad acent dwellin unit wall. Section R315 Carbon Monoxide Alarms >8 ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 y2 rade studs su ortin a roof load with not more than 6 feet of tributa len th shall have a maximum wall hei ht of 18 feet when Pe P j 9 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY A 9 PP 9 rY 9 9 � 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. R315.1 General. Carbon monoxide alarms shall comply with Section R315. spaced at 16 inches on center and 20 feet where spaced at 12 inches on center. z R302.6 Garage ceiling: 5/8 type X gypsum board R315.1.1 Listings. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in R602.3.2 Top plate. Wood stud walls shall be capped with a double top plate installed to provide overlapping at corners and intersections with bearing � � W J artltlons. End olnts In to lutes shall ¢ 8302.9 Flame Spread & Smoke Density Index. 8309.2.1: Wall & ceiling finishes shall have a flame spread classification of not greater than 200. 830.9.2: Wall & Ceiling accordance with UL 2034 and UL 217. p 1 p p be offset not less than 24 finches. Joints in plates need not occur over studs. Plates shall be not less Z � � v 1 R315.2 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 cn finishes shall have a smoke developed index of not greater than 450. q P R602.6 Drillin and notchin of dimensional lumber to conform to sections R602.6 R602.6.1 and fi ure R602.6 1 . Notclhin & bore of 8302.11 Fire blocking shall be provided in wood-framed construction in the following locations: 8315.2.1 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 9 g � 9 ( ) 9 d h e limitations for fn D 1. The dwellin unit contains a fuel fired o liance. SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing wallls & figure R602.6.1 top plate G�� Cly 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 PP 2. The dwellin unit has an attached ora a 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 c�: KT l 1.1 Vertical) at the ceilin and floor levels. 9 9 9 P 9 9 MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF y 9 WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. Follow manufacturers specifications for engineered products. (figure R602.6.1) U � Og. yF �C� 1.2 Horizontally at intervals not exceeding 10 feet. (FEET) (FEE ) Do not backfill with any soil containing silt or clay. 9 Q �'' g �L � 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. WALL THICKNESS (INCHES) „ c Z 3. In concealed spaces between stair stringers at the top andl bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008, Lu ;'_9%�I i k * a 10 12 4. At openings around vents, pipes, ducts, cables and wires ait ceiling and floor level, with an approved material to resist the free passage of flame and a 7 NR NR NR <1 , '1, ,__,�- products of combustion. The material filing this annular spacie shall not be required to meet the ASTM E 136 requirements. `1;' � 9 8 5 0 41 NR NR - .egg• Q_ 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 6 0 41 5 0 22 NR fU L c ,\4 O 6. Fire blocking of cornices of a two-family dwelling is requined 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. � - d -1 R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Iltem 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. ❑ .J'� F ()F _t�'� 1. Two-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y clear from inside face of walls. The center of bars shall not vary from this by more than N8 inch. occu anc Grou s E, 1-2 exce t hos ltals 1-4, R-1 R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. ..._. 2. Two thicknesses of 1" nominal lumber with broken lap jaintts. P Y p � P p 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. JOB NUMBER 4. One thickness of 3/4 inch particleboard with joints backed by 3/4 inch particleboard. � 0 1 6 0 2 3 5. One half inch gypsum board. 6, One quarter inch cement based millboard. LU 7. Batts or blankets of mineral wool or glass fiber or other alpproved materials installed in such a manner as to be securely retained in place. UNIT 1 8 UNIT 1 7 Q SHEET NUMBER W Z . 0 MODEL C MODEL C W ' COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED . . TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates an exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS I D E N T I F I C AT I 0 N SIGN `n ^ ' Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: F" W 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. 2. A flashing of an approved elastomeric material. TYPE CONSTRUCTION, PRE NGINEERED WOOD 2 o SPACING CONSTRUCTION AND OR TI BER CONST RUCTION 1 (mpn) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. P2801.6 Re cared on. Where a Stara etank- a water heater or a hot water Stora a tank is installed in a location where water leaks a from the tank will cause � � MINIMUM MINIMUM MAXIMUM WALL q P 9 tYP 9 9 WOOD NOMINAL PANEL STUD SPACING N1101.14 (R401.3) Certificate (Mandatory). A permanent certificate shall be completed by the builder or HERS Rater professional and posted on a wall in the where the damage, the tank shall be installed in a pan constructed of one of the following: 6" DIA. U SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) WIND EXPOSURE REFLECTIVE RED _L___, (INCHES) PANEL SPAN (INCHES) EDGES FIELD CATEGORY furnace is located, a utility roam or an approved location inside the building. 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. RATING (INCHES o.C.) (INCHES D.C.) PANTONE (PMS) #187 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. e C D TABLE N1102.1.2 (R402.1.2) Z .c r_ gd Insulation and fenestration Re uirements b Com onent 3. Other approved materials. COMMON 1.75 24/16 7/16 16 6 12 170 140 135 q y P Aplastic pan shall not be installed beneath agas-fired water heater. V R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL F- F-0I ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE story) shall have the wall sheathing and fasteners designed to resist combined uplift and shear forces in accordance with accepted engineering U-FACTOR sHGc R-VALUE R-VALUE R-VALUE DEPTH WALL Section U101 Scope U s N EFLECTIVE R-VALUE z WHITE � � ��} practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar-ready provisions are required. (n MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 " F R Cn ( Z _ 8802.11 Rafter or truss uplift force. Section 0102 General Definitions Z U ai 0) For rafters at 16"o/c in 130mph wind speed. Roof pitch > 5/12 Exposure B N1102.2.2 (8402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/4" L- u o M 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 1/2" Q w z, M photovoltaic or solar thermal system. o N � insulation from the re uirements of Section N1102.1.2 shall be limited to 500 sf 46 ms or 20 ercent of the total insulated ceilin area, whichever is less. TRUSS IDENTIFICATION SIGN STROKE _ r - o, Uplift Force # 117 149 182 203 226 247 281 314 q ( ) P g COMPLIANCE WITH 19 NYCRR 1264 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 s aces to unconditioned s aces such as attics and crawls aces shall be ❑ U M M ( ) P P P Section U103 Solar-Ready Zone SIGNS IDEN11F11NG THE EXISTANCE OF TRUSS CONSTRUC110N SHALL CONSISTS OF A ORCLE 6'IN � M weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. DIAMETER,WITH A STROKE WIDTH OF 1/2'.THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN C° 8702.3.5.1 Screw fastening. Screws for attaching gypsum board and gypsum panel products to wood framing shall be Type W or Type S in accordance with ASTM C 1002 U103.2 Construction document requirements for solar ready zone. Construction documents shall indicate the solar-ready zone. 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 m2) exclusive of mandatory access or set back = 81102.1.2 based on the applicable climate zone specified in Chapter 3. MATCHING SYSTEM(PMS) 1181. o_ 8702.4 Ceramic Tile. areas as required by the International Fire Code. New multiple single-family dwelling (townhouses) three stories or less in height above grade plane and with rea shall be of materials listed in Table R702.4.2 NI102.2.8 (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 8702.4.2 Backer boards. Materials used as backers for wall the in tub and shower areas and wall panels in shower a a total floor area less than or equal to 2,000 square feet (185.8 m2) per dwelling shall have asolar-ready zone area of not less than 150 square feet THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED nd 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-ready zone shall be composed of areas not less than 5 feet (1.52m) in width and not less than 80 square feet (7.44 m2) exclusive a I EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED HOWEVER AT• N TABLE 8702.4.2 below grade or to the basement floor, whichever is less. Walls associated with unconditioned basements shall meet this requirement unless the floor overhead of access or set back areas as required by the International Fire Code. 1H . IS AFFlXI G 1HE SIGN OR SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC 80X,OR IF THE UTILITY is insulated in accordance with Section N11irepla and Nl have.ti U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SICK OR SYMBOL Backer Board Materials N1102.4.2 doors on Fireplaces. New woodliburning fireplaces shall have tightt fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHAM BE AFFIXED TO THE EXTERIOR MATERIAL STANDARD doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX.THE GLASS MAT GYPSUM BACKING PANEL ASTM C 1178 U103.7 Electrical service reserved space. The electrical service panel shall have a reserved space to allow installation of a dual pole circuit breaker for future solar Z FIBER REINFORCED GYPSUM PANELS ASTM C 1278 tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907, 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 O NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 location or main Circuit location. WOOD ROOF TRUSS SPECIFICATIONS: ~ U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COM01NATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. Z) 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 NOL 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W Air Barrier and Insulation Installation q p g g 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: 0 SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES IS re Ulred for each Car S ace In a ora e. c.c (inches) ABOVE ABOVE ABOVE Z 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) L3x3x1/4 V-0' 4'-6' 3'-0' THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. O Lax3x1/4 8'-0' 5'-a' 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) L5x3.5x5/18 10'-0' 8'-0' 6'-0' CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + . (EQUATION 16-10) GAPS IN THE AIR BARRIER SEALED. D + .6W (EQUATION 16-12) 0 L6x3.5x1/4 14'-0' 9'-6" 7'-0' ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) LL Ln BE SEALED, Ii_ 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 0 M THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. 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 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 APPUCABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=IOPSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. 1. Minimum of 4 inches (102 mm) above the earth DESIGN LOADS: 8703.12.2 FIashin at foundation. Acorrosion-resistant screed or flashin of a minimum 0.019 inch 0.48 mm or 26 a e alvanized or lastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION 9 9 ( ) 9 9 9 P GARAGE AND CANTILEVERED 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR TABLE R301.7 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75". vertical attachment flange of 3 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 1� stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE y R703.14.2 Fire Separation. Polypropylene siding shall not be installed on walls with a fire separation distance of less than 5 feet (1524 mm) and walls closer than 10 SPACE SHALL BE SEALED. GROUND SNOW LOAD 2OPSF FROM FIGURE R301.2 5 ALLOWABLE � r , ( ) FOLLOWING INFORMATION: GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDmONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION feet (3048 mm) to a building an another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 1. DEP1N, SLOPE (IF ANY), SPAN, AND SPACING. �� feet tion: Walls a ebuilding to the line used to determine the fife se oration distance. ` RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER F00T DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 L/180 2. LOCATION OF ALL JOINTS. P PrP P THE DRYWALL 3. REQUIRED BEARING WIDTHS. O R703.8.2.2. Support by roof construction. A steel angle shall be placed directly on top of the roof construction. The roof supporting construction for& steel angle shall with no finished ceiling attached to rafters SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF 4.1. TOP CHORD LNE LOAD OR SNOW LOAD. consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud Construction shall be EXTERIOh WALL 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 lag 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 UNIINHABITABLE ATTIC W/O STORAGE: 10 PSF 4.3. BOTTOM CHORD LIVE LOAD. W P w anchored by the use of two 10d nails at every wood stud spacing. Install flashing and weep holes. The maximum height of the brick veneer above the lintel ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNIINHABITABLE ATTIC WITH STORAGE: 20 PSF Floors and ceilings w/ brittle finish L/360 4.4. BOTTOM CHORD DEAD LOAD. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures 803.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. R703.8.4 Mason veneer shall be anchored to the the su orting wall studs with corrosion resistant metal ties embedded in mortar or grout and extending into the N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and Exterior walls with laster or stucco finish L 180 4.6. CONTROWNG WIND LOADS. 0 ry PP P / 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. m V veneer a minimum 1-1/2 inches, with not less than 5/8 inch mortar or grout cover to outside face. minimum tie size= 22 US gage. Minimum tie fastener unconditioned spaces. All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 L/s) when tested ULAIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A = 8d common nail. Airspace= Nominal 1' between sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ w s aced not more than 32" on center horizontal) and 24 finches on center vertical) . housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from O p y Y Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN 1HICKNESS GRADE A GALVANIZED STEEL PLATES. R703.8.5 Flashin shall be located beneath the first course of mason above finished round level above the foundation wall or slab and at other oints of su ort., C402.4 R402.4.6 Tenant Se aration Walls Mandato Fire Se arations between dwellin units in two-famil dwellin s and multi le sin le-famil dwellin s seismic provisions of code per R301.2.2) 9 ry 9 P PP ( ) P ( ry)• P 9 y 9 P 9 y 9 Lintels su ortin mason veneer L 600 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. including structural floors, shelf angles and lintels where masonry veneers are designed in accordance with section R703.8. (townhouses) shall be insulated to no less than R-10 and the walls shall be air sealed. PRESUMPTIVE LOAD-BEARING VALUE OF SOIL: 2,o00PSF Per TABLE R401.4.1 PP 9 rY / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches on center. Weepholes shall not be less than 3/16 Includes soil classes: GW, GP, Sw, SP, SM, SC, GM, and GC. 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. Systems of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. 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. D not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS: F- 8802.1.5.4 Labeling. Fire-retardant treated lumber and wood structurral panels shall be labeled. the heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include Door And Window Required Design Loads: CODE. FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING < R802.3 Framing details. Rafters shall be framed not more than 1 % inches (38 mm) offset from each other to ridge board or directly opposite from each other the capability to set back or temporarily operate the system to maintain zone temperatures down to 55'F (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures U) with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 70'F (21'C) and a cooling temperature set point no lower in pounds per square foot for 30 foot mean roof height, 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: ~ U At valleys and hips there shall be a valley or hip rafter not less than 2 inch (51mm) nominal thickness and not less in depth than the cut end of the than 78'F (26'C). exposure B, zone 5 (end wall zone) as follows: D (EQUATION 16-8) Z 1 rafter. Hi and valle rafters shall be su orted at the rid e b a brace to a bearin artition or be desi ned to car and distribute the s ecific load at W P Y PP 9 Y 9 P 9 rY P N1103.1.2 (8403.2) Hot water boiler outdoor temperature setback. Hot water boilers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) � that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 percent slope), structural members that support rafters and have an outdoor setback control that lowers the boiler water temperature based on the outdoor temperature. 130 MPH ULTIMATE 140 MPH ULTIMATE ceiling joists, such as ridge beams, hips and valleys, shall) be designed as beams. N1103.3 (R403.3) Ducts. Ducts and air handlers shall be in accordance with Sections N1103.3.1 through N1103.3.5. WINDOW/DOOR SQ.FT.AREA WIND SPEED WIND SPEED D = DEAD LOAD, L = LNE LOAD, C) U R802.3.1 Where ceiling joists or rafter ties are not provided, the ridlge formed by these rafters shall be supported by a wall or girder designed in accordance with Q N1103.3.1 (R403.3.1) Insulation (Prescriptive). Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches (76.2 mm) in diameter and 10 S.F. +18.2/-19.0 +21.2/-28.0 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: accepted engineering practices. reater and R-6 where less than 3 inches 76.2 mm In diameter. Su I and return ducts in other ortions of the buildin shall be insulated to a TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, cross-laminated 9 ( ) PPY P 9 20 S.F. +17.4 -22.0 +20.2 -26.0 timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of R-6 where 3 inches (76.2 mm) in diameter or greater and R-4.2 where less than 3 inches (76.2 mm) in diameter. 50 S.F. +16.3 -20.0 +19.0 -23.0 specifically considered. Exception: Ducts or portions thereof located completely inside the building thermal envelope, 100 S.F. +15.5/-19.0 +18.0/-22.0 TRUSSES SHALL HAVE A MAXIMUM LIVE LOAD DEFLECTION OF L/480 AND A TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75 havin a de th to thickcness ratio exceedin 6 to 1 based on nominal dimensions shall be su orted lateral) b solid N1103.3.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE 8802.8.1 Bridging. Rafters and ceiling joists g p 9 PP Y Y Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blockin , dia onal brid in wood or metal or a continuous 1 inch b 3 inch wood stri nailed across the rafter or ceilin oists at intervals not exceedin Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: g g g g ( ) Y P 9 j 9 adjustment coefficient in Table 8301.2(3). 1. DEPTH, SPAN, AND SPACING. 8 fee{ Exceptions: Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-0' and doubled over 4'-0" unless otherwise noted on plan. Connect with tecos for header 1. Air-impermeable spray foam products shall be permitted to be applied without additional joint seals. Minus sign signifies pressures acting away from the building surfaces. 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 2. For ducts having static pressure classification of less than 2 inches of water column (500 Pa), additional closure systems shall not be required for 4.1. TOP CHORD UVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD. N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. i__ � ,, r- co ro ( ) y P P g . ( ry) y P P 9 P rrY 9 ( ) ( ) 4.4. BOTTOM CHORD DEAD LOAD. N1103.4 8403.4 Mechanical s stem i in Insulation Mandato Mechanical s stem i in ca able of ca In fluids above 105'f 41'C or below 55'F 13 C shall M o of ABBREVIATIONS 4.5. CONCENITRATED LOADS AND THEIR POINTS OF APPLICATION. Q CV N CV M h � N N be insulated to a minimum of R-3.N1103.7(R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. o N `' " °' m 8806.3 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 RCCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REAC11ON FORCE AND DIRECTION. or other a roved heatin and cbas calculation methodolo les. D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS be provided between the insulation and the roof sheathing and at the location of the vent. PP 9 9 g A.F.F. ABOVE FINISH FLOOR DTL DETAIL LT. LIGHT REINF. REIN FORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTION (. U SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT COINNECTOR 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 LOCATED IZE, S E IE THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. Code (as amended), the 2015 International Residential Code (as amended), or the New York City Construction Codes, as applicable, or with other approved A.F.T. ABOVE FINISH TREAD �' EACH LVR. LOUVER RNG RANGE 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section 8807 Attic Access R.O. ROUGH OPENING means of ventilation. Outdoor air intakes and exhausts shall have automatic or ravi dam ers that close when the ventilation s stem is not o eratin E•J• EXPANSION JOINT L•T• LAUNDRY TUB 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to attic areas that have a vertical height of 30 9 tY P Y P g• ALUM. ALUMINUM ELEC. ELECTRICAL R• RISER 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. inches (762 mm) or greater over an area of not less thion 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR MAS• MASONRY ELLV. ELEVATION 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 MAT. MATERIAL 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. ARCH. ARCHITECTURAL EQ• EQUAL S.C. SAWCUT The rou h-framed opening shall be not less than 22 inclhes by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily N1104.1 (R404.1) Lighting and equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall MD• MAXIMUM 9 ® AT EQUIP EQUIPMENT SCHEM. SCHEMATIC * cn MDO MEDIUM DENSITY OVERLAY DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE Z accessible location. Where located in a wall, the o enin shall be not less than 22 inches wide by 30 inches high (559 mm wide by 762 mm high). be high-efficary lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DMDE THE CONCEALIED SPACE INTO APPROXIMATELY EQUAL AREAS. z Z Z O Z z x P 9 EXT• EXTERIOR SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN IFLOOR-CEIUNG ASSEMBLIES UNDER THE O O O O O Z z W 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. access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: �_ �_ �_ > to �_ � a BLDG. BUILDING g M.O. MASONRY OPENING STAINLESS STEEL - - W w > w LU > - a. o located in attics. Section M1305 Appliance Access BM BEAM S.S. w w w � w w M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F C MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. o' o' 0r w � of m C) U / FLOOR COVERING CHANGE STRUCTURAL Section R902 Fire Classification removing permanent construction, other appliances, or any other piping or ducts not connected to the appliance being inspected, serviced, repaired or BLKG. BLOCKING STRUCT. m F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSPENSION 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. 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. �N• FOUNDATION (NTS) NOT TO SCALE TYPICAL ROOF & FLOOR TRUSS NOTES: BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR N roofing required by this section to be listed shall be tested in accordance with UL 790 or STM E 108. M1305.1.3 Appliances in attics. Attics containing appliances shall be provided with an opening and a clear and unobstructed passageway large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ. SQUARE * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL N R 902.4 Roofto mounted hotovoltaic anels and modules. Roofto mounted hotovoltaic anels and modules installed on or above the roof coverin shall be of the lar est a liance, but not less than 30 inches 762 mm hi h and 22 inches 559 mm wide and not more than 20 feet 6096 mm Ion measured CENTER LINE D•C• ON CENTER TOWEL BAR P P P P p p g g pp ( ) g ( ) ( ) 9 Ct F.R. FIRE RATED OPER. OPERATOR TB COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. tested, listed and identified with a fire classification in accordance with UL 1703. Class A, B or C photovoltaic panels and modules shall be installed in along the centerline of the passageway from the opening to the appliance. C.M.U. CONCRETE MASONRY UNIT FRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING jurisdictions designated by law as requiring their use or wvhere 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 ►ess than 18 inches (457 mm) FT. FOOT / FEET OPT TGS TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. COL COLUMN OPTIONAL TOP OF FOUNDATION WALL * V� R 903.2.1 Exposed wall flashing required to have akick-out where the eave of the roof intersects a wall to prevent water intrusion into the wall assembly. above the floor in garages. FTG FOOTING TFW TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND ' down front of fascia min 4" M 1502 Clothes d er duct maximum len th not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and CONC. CONCRETE O•S•B• ORIENTED STRAND BOARD TYP I- R 905.1.2 An ice barrier/ water shield shall be installed per manuffacturer s specifications, to maintain product warranty. Carry GAUGE TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALILED TO PREVENT ROTATION AND PROVIDE Z W et foryeach 90 de ree bend•Install booster fan for additional len ths, Clothes d er exhausts stem shall corn I with code section M1502 listed and COND. CONDITION GA OZ. OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATIION (SCSI) GUIDE TO GOOD PRACTICE FOR LLJ typical. Apply ice & water shield in fair weather wheln the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 fe g 9 rY Y PY GALV. GALVANIZED CONT. CONTINUOUS 1/R ONE ROD TR TOWEL ROD HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. higher. Ice protection requirements per table R301.2(1). Install ice & water shield at all eaves, gable ends, hips & valleys. On roofs slopes less labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. G.C. GENERAL CONTRACTOR 0- CONST. CONSTRUCTION 1 g ONE SHELF TRPL TRIPLE + TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. � than 4:12, entire roof to receive ice & water shield. M 1506 Exhaust openings: A minimum clearance of S-O' is required between air exhaust terminations and openings into the building. GEN. GENERAL / O } CTSK. COUNTERSUNK PC POURED CONCRETE * THE CON RACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS O m R 905.2 Slope. Asphalt shingles shall be used only on (roof slopes of two units vertical in 12 units horizontal (2:12) or greater. For roof M1507.4 Minimum required local exhaust rates for one & two family homes. GYP• GYPSUM Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. C.O. CASED OPENING U.N.O. UNLESS NOTED OTHERWISE BEEN DESIGNED AND INSTALLFD FOR THE INSTILLATION OF THE TRUSSES. W Lu G.L. GLUE LAM PBD• PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PL. PLATE Y underla menta lication is re uired 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 VERT. VERTICAL O Y PP q PNL. PANEL VERIFY IN FIELD llJ w � HDWR. HARDWARE V.I.F. z Q R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING PWD. PLYWOOD WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: U 0 C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER gage [0.105 inch (3 mm)] shank with a minimlum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than HD.WD. PF. PREFABRICATED WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z enetrate throw h the roofin materials and not less than '/, inch 19.1 mm into the roof sheathin Where the roof sheathin is C.R. CHAIR RAIL HARDWOOD W/ U p g g ( ) g• 9 1 % inches (38 mm) from the framing member face to which wall, ceiling or floor membranes will be attached, the pipe shall be protected by shield plates HR. HOUR PR. PAIR WD• WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ 4 less than % inch (19.1 mm) thick, the fasteners shall penetrate through the sheathing. that cover the width of the pipe and the framing member and that extend not less than 4 inches (51 mm) to each side of the framing member. Where D DRYER HDR. 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 HOSE BIB PSI POUNDS PER SQ. IN. WO OR W/O WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. 0 v inches (102 mm) in height and 4 inches (102 mm) in width and shall direct water away from the vertical sidewall onto the roof member and extend not less than 4 inches (51 mm) above the bottom framing member and not less than 4 inches (51 mm) below the top framing DBL. DOUBLE I.D. INSIDE DIAMETER PSF POUNDS PER SQ.FT. WNDW WINDOW 5. All applicable state & local codes, ordinances and regulations if any. or into the gutter. Where siding is provided on the vertical sidewall onto the roof or into the gutter. Where siding is provided on member. DIA. DIAMETER P.T. PRESSURE TREATED 6. In areas where the drawin s do not address methodolo the contractor shall be bound to erform strict corn liance with manufacturer's s ecifications and or 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 plates. Shield plates shall be of steel material having a thickness of not less than 0.0575 inch (1.463 mm) (No. 16 gage) DIR. DIRECTION INGR. IN GROUND 9 9Y. P P' P / ❑ provided on the vertical sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN INSUL. INSULATION QUAD. QUADRUPLE recommendations. P 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 DR INT. INTERIOR REQ'D REQUIRED 7. General contractors and subcontractors to review these construction documents upon receipt from architect and report any and all discrepancies including any W F�+-1 � provided in accordance with Section 8703.7.2.2. DOOR the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER REF. REFER TO REFERENCE dimensional conflicts, immediately to architect for corrective measures prior to construction. � � R 905.2.8.5 Drip edge. A drip edge shall be provided at eaves and rake edges of shingle roofs. Adjacent segments of drip edge shall be DW DISH WASHER RMS. ROOMS 1 G2427.8 A mechanical draft venting system, excluding direct vent appliances, shall terminate not less than 4 feet below, 4 feet horizontally from or 1 foot above any JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. (_ overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than % Inch (6.4 mm) below the roof sheathing DWG. DRAWING O m door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. and extend up back onto the roof deck not less than 2 inches (51 mm). Drip edges shall be mechanically fastened to the roof KSI KIPS PER SQUARE INCH Z Z level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � � _J deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section 8905.2.5. Underlayment shall be installed The vent terminal of a direct vent a liance with an in ut of 10,000 BTU er hour or less shall be located not less than 6 inches from an air o enin PP P P Y P 9 promptly report it to the architect for proper adjustment before proceeding with the work. Z � qw 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 BTU per hour shall be installed with a 9 inch vent O termination clearance. GRAPHIC SYM B 0 LS 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shalll be of the same character as for similar o o rn conditions that are shown or noted elsewhere on the construction document set R 1001.1 Masonry fireplaces & chimneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into and 4 of this code. 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturers and suppliers recommended LLJ the building. p ,\ 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. ,��_ (,y ® STRUCTURAL CALC. REFERENCE 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore not responsible for any and all conflicts U . , ' '� than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust )()( L= r' O G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Dryer exhaust systems shall be independent of all DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. p�" yF � Section 81004 Factory-Built Fireplaces XX v PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCA110N DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("RIEGULATIONS"), 8 NYCRR 69.5, ENTITLED ¢ ��G �� other systems and shall convey the moisture and any products of combustion to the outside of the building. ,� FLOOR FINISH CHANGE "SEALS', AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A .V1'7"I•Z R 1004.1 Factory built fireplaces shall be listed and labelled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic d er exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in d er exhaust VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF LICENSED ARCHITECT, TO ALTER AND IITEM IN ANY WAY. � I -��„, °; -< �r built fireplaces shall be tested in accordance wiith UL 127. ( ) ry P ry P ry R 10004.5 Gasketed fireplace doors. A gasketed fireplace door shall not be installed on a factory built fireplace except where the fireplace duct system. The dryer exhaust duct power ventilator shall be installed in accordance with the manufacturer's instructions. O DOOR / HARDWARE TYPE �' ) ..�� system has been specifically tested, listed and (labeled for such use in accordance with UL 127. XX XX '` R 1006.1 Facto built or mason fire laces shall be a ui ed with an exterior air su I to ensure ro er fuel combustion unless the room Section P2607 Waterproofing of Openings - - - BUILDING SECTION 1n N ~* , (r �� rY rY P q PP PP Y P P n is mechanically ventilated and controlled so than 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 )()( )()( f �J` '� in manner that prevents water entry into the building. Counterflashing into the opening of pipe serving as a vent terminal shall not reduce the required �= PARTITION TYPE ..... .' �..()F. NE.�' Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � J NUMBER N1101.10.1.1 (R303.1.1.1) Blown or sprayed roof/ ceiling insulation. The thickness of blown in or sprayed roof / ceiling insulation (fiberglass or cellulose) shall be written in inches (mm) or miarkers that are installed at least one for every 300 square feet (28 m2) throughout 0 1 6 0 2 3 the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with numbers not less than 1 inch (25 mm) in heiglht. Each marker shall face the attic access opening. Spray polyurethane foam W thickness and installed R-value shall be listed an certification provided by the insulation installer. UNIT 1 8 LTNCT 1 7 SHEET NUMBER 2 0- Z 0 MODEL C MODEL C W COPYRIGHT GRCH ARCHITECTIURE P.C. 2017: ALL RIGHTS RESERVED R WEN NOT ALIGNED WITH RAFTER, CONNECT KING 5TUD5 TO TOP PLATE ~ 65-40 X?4'MN ROOF FRAMING WRAP 1-1/4"X22 GA.GALV.COIL STRAP Z ATTACH TO EACH PAIR 05-40 X 1.4"MIN 6F OFP05N6 RAFTERS o OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2xb ATTACH TO EACH PAR 2x ACG LEDGER W/2-3/8"x5" LAO DBL TOP PLATE 16"O.G. U ai ��p�RAFrE1zs �� R� CRIPPLE STUDS RDX i SEE PLAN BOLTS® I6" Or, INTO STUDS 0 � PLAN 2X BLOCKING SIMPSON STRONG-TIE 0 U aoi A35 ® EVERY RR AT 2 END BAYS 2X4 STUD WALL OR Z 5 ° GEILIN6 J015T OR IN 5TRp�� o rn sMPSCN S R" SIMPSON STRONS • - - -TE tris TE lib "°° TRU55 BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. F- •�•�� ,� SIMPSON STRON6-TIE H2 80 NAILS 51MP50N STRONG-TIE NAILS RVW STRAP' SHAL OF ATTAM TO EACH PAR 6F OPP05M RAFTERS. ALTERNATE TO RIDGE STRAP: H3 0 EVERY RR RAFTER TO STUD AND KIN65 (DIG�TION:IRW STRAWS ARE NOT IREgAREP WHEN CALAR TES OF PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) _ ' C.1 > FOR U5E WEN STIP A}� U5E IN COMBINATION ONLY Vel Sn AND NOMWL D(6 OR 4X4 LLMn AT-L06ATEP IN Tit Ltd THIRD OF TRE UPPER THIRD OF THE ATTIC SPACE � o ... W/4-IOd AT EACH RAFTER) 05-22 STRAP AT Z - -RAFTERS AL16N I A TH26 DO NOT ALI6N ATT1G RACE AMD ATTAGiFD TO EACH PAR Lf RAFT13<5 W/4 IOd MALS EACH STUD,SEE Z () �n� ca Lo L5U26 FOR 2xb RR " w DETAIL 4 ODER L >< p M LU LSU28 FOR 2x8,2x1O,OR 2x12 U Q O m FRAMED O G El U U M N Co R WI OR ^ LU2b a EVERY CJ TIE " _ 2x4 OR 2xb RIDGE STRAP DETAIL -RIDCE STRAP DETAIL E OR DOOR (FOR CATH.GL65 WITHOUT DOLLAR TIES) / (WITH OR WITHOUT GOLLAR TIE-5) STUDS® Ib O.G. U' NO SPECIAL FT CL 2x ACQ LEDGER W/3/8"x5" LAG STRAPPING TO ErE I-I/4 X22 6A. IN TH15 REA4'ra qsr. (�)N.TS. LOCATE AT N.TS. LOCATE AT ERY RAFTER BOLT® Ib" OG INTO STUDS IN THIS AREA `- SMPSON STRAP �"`N S 6ALV.,5EE DETAIL 4/01.ALL 5TRAPPIN6 TIE LT5 rr=� � GABLE END WALL TO BEAR A MIN.OF 10"ON FRAMING. -` HM a i"am ''rj M.I� r APPLID �i PORGH ROOF eD NAILS TTP. FOR usE AILS sTuvs Aw, USE IN GOha31NAT10N ONLY WFBI STUDS AND Z�T�RPPINC DFTA I L DETAIL AT ATTICIRAFTER5 ALI6N WfTERS DO NOT ALS Zo N. N.TS. STRAPPING TO RUN ONTO RIM JOIST,SEE (- DETAIL 9/DI(ONE STORY)OR ONTO STUD " AT WALL BELOW(TWO STORY) ROOF RAFTER HURRI GANF TI FS\\\ ' " • • • I co I N.TS. LOCATED AT EVERY ROOF RAFTER ` ATT I G - • • ' Z 0 5TRAPP I NG DETAIL snPSar P05T CApq i2 FOR FRAME GONNEGTI ONS oLn LIS`ECCQ3-4 AT DI N.T.S. 2ND FLOORMSTCAW Z PRE-CENT N (1)1x PROVIDE 3"X3,(6"X3"WA5HER PLATE AT ALL ANGHOR BOLT5 4-Ibd FADE NAILS FROM ❑ � STRAP OR 4x KING STUD INTO HEADER M5 C&M 5EGURED BY WOOD 51LL PLATE5. PRE-W 51MP50N PAB OR 55 ANCHOR BOLT5 MAY BE U5ED IN LIEU OF _ GOLUMN POST TOP ANGHOR THREADED ROD w/WASHER PLATE. STRAP START NALs BD L13J6TH NTS. LOCATE AT EVERY COLUMN/6tRDER CONNECTION Hlr lP FRIM PROVIDE 3`X6'XO36'6ALV.STEEL PLATE W/ (�NAlS MN N r MN ITU X sTID 6-8D NAILS AT D36"6CORNERS,AND INTEEEL PLATE i-- � NA15 WALLS. 3'X12"XA36'6ALV.STEEL PLATE W/ LENBTH(T`rP) I 1 12-SD NAILS AT AT BUTT JOINTS IN 5TRA16K 51MP5ON L5TAI2 STRAP W/ CLEHz SPAN \ I T T�� WALLS HERE THERE 51N6I F PLATE OR HEADER 5-IOD NAIL5 EACH END AT 2X6 KING STUDS(CDN): EACH JACK STUD cur LENGTH l J �A� 24'MINIM)M LAP SPLICE ONE AT SPANS UP TO 6 FEET NALS TWO FOR SPANS 6 TO 12 FEETPROME MR DP O 1_T/g 5/8"P A301 ROD THREADED 6"BOTH END5. THREE FOR SPANS 12 TO 16 FEET 2Xb JACK 5TUD5 MDR): .� P15TMCE 6F 7/r EW�'m IST FLOOR BOTTOM 3/4"AND I"ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS 12-I60 MIN.NAILS ONE AT 5PAN- <b' tt MN AT ALL SPLICES TWO AT SPANS FROM b TO 12 W w UNLE55 NOTED OTHERWISE ON PLAN SIMPSON POST BA5E ry " " THREE AT SPANS>12' ABU44 OR ABU66,SEE PLAN 2X3/8 X3 W45HER PL W/NUT EAGH 510E F _ (�?I�rIM�) GS-22 COIL STRAP I UPPER STORY SHEAR °0 1 WALL TO GIRDER ALTERNATE ANCHOR BOLT DETAIL @ EXTRIOR WALL � W 0 4 FLOOR TO FLOOR TIE=S i l � - -- BELOH GONNEGTION FOR SET BAGK HALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOP WALL PLATE 5PLIGE DETAIL HEADER GONNEGTION �A=AT EVERY STUD I \\ 1/2.40 HOOKED ANGHOR BOLT W/7 I6 FOUNDATION MINIMUM EMBEDMENT OR EXPAN51ON I3 NOTE: \ BOLT W/5'MINIMUM EMBEDMENT N.TS. I NTS. I" N.TS. N.T.S. U COL 5TRAPS DOER SIHFATHIN6 PROVIDE Sd 04M16N(ON x 15"Lft)W 51. I \ COL 91R P5 OV6Z 6HEATHN6 PROVIDE:10d 0*ON(0131 x 5•LONG)NAl I \ \ 6 GOLUMN POST BOTTOM ANCHOR ` ALLOWABLE HOLES - I LOCATE AT EVERY GOLLIMW GIRDER GONNEGTION torr karrtx,watc� � 8D NAIL®6 O/G AT ALL PANEL ED6E5 LVL Headers and Beams U ( \ T�fsa Has r�►� IGD NAIL® 24"o/G IbD NAIL® 24 0/G Z As RE Wf/,M HIP RAFTER �(6 05B OR PLYWOOD W 51MP50N HGP HIP SEE PLAN SHEATHING Microllarnc� LVL I RGq°RNRER INTERIOR 1.3E TimberStrand® and NOTE:WHERE 24"WIDE MINIMUM RLL HEIGHT I r LMTH CORNER TIE hole(minimum) o (4)NOLs MIN N LSL hole zone Parallame PSL Y3 depth U WALL RETURN IS PROAnDED AT ENDS OF 2 x hole(o the BRACED WALL LINE THE 800+1 HOLD"MAY I I hole zo a largest! BE ELIMINATED. PROVIDE TWO(ONE AT EACHbl? a 61 51M 05-22 STRAPS,PER DETAIL 4 IN LIEU OF I 13/4' 11"LRN6TH (MN) .; b AT NAIL ANE OIG INTERIOR - - - - - - LSTA3b STRAPS 5H"IN THE DETAIL. NAIL SHEATHING TO SIMP50N BP WASHER o AT ALL PANEL ED6E5 d o - - � - - - - - I SILL PLATE W 8d 2X AGQ SILL PLATE. DOUBLE o NAILS o 4'0/G SILL AT FULL BASEMENTS EXTERIOR GYPSUM BOARD o 0 0 1 5/8 DIA.STEEL AW" Microllam@ LVL and 50 NAIL® 12'OIG AT ALL J l'MINIMUM - - - - - Ix h LLAT VALEY Parallam®PSL BOLTS MAX 2'-8'OG_ C5 22 COIL STRAP >wuc srluP ro wrl� MEMBERS NOT AT PANEL EDGES allowed hole zone EMBEDMENT EXTEND BOLTS MIN.7'INTO aOZK FDK WITH T16HTENED KM< middle Y3 span 3'x 3'WA5H�TO EACH BOLT. (1)1 x 6 ACQ 6MPSON LTP4 RATE RAID TO " PROVIDE TERMITE SHIELD SILL ssP"cN Got SrRw IS/32 05B OR L5TA36 W/lo-lod NAILS BAR SEAL AND MAINTAIN 8'MIN. SILL�� RM MD 6LL RATE 0 160/O AT�� PLYWOOD 5HEATHIN6 INSIDE CORNER OUTSIDE CORNER d 1.3E TimberStrand® LSL allowed holle zone d INTO STUD ABOVE AND LOCATED 2'TO 6' FROM NU TO FINI5HED 6RADE VkLey dim NfMW4T6. FROM TOP OF WALL NAL As IM TA",A.E 1JT WCC PLAN VIEW PLAN VIEW Ii_ BF1AW(2 EACH GORHJEW NOTE: < ai o r" Co of Tall=2,980x General Notes Q N N N (M h N N SEE FOUNDATION PLAN (OIL STRAPS UNDER SHEATHI116 PROVIDE:8d COMMON(0.131 x 25'LONG)NAILS.COIL XT RI OR WALL TDP 0 N CV M M Co Cl) STRAPS OVER 5FEATHIN5 PROVIDE:IOd COMMON(0.131 x 3'LONG)NAILS. C�/TGi� /�t� /1L� C,p HEADER MAXIMUM ROUND • Allowed hole zone suitable for uniformly loaded EXTERIOR ERIO CORNER DEPTH HOLE SIZE headers and beams only. LAY-OSIER OR FALSE VALLEY PLAT HIP GONNEGT I ON 4Y8' 1" • Round holes only -t nd STORY CORNER GONNEGTORS TYPICAL ANGHOR BOLT a STUD TO RIM JOIST TO SILL PLATE 5TRAPPINC DETAIL WALL FRAMING 5Yz' 1y4' • No holes in cantilevers. 1 LOCATE AT EVERY STUD N T5• I� xTs 18 N.T.S. 7Y4"to 20" 2" . No holes in headers or beams in plank orientation. N.TS. LOGATH7 AT El/EFtY CORNER N.TS. TI TS. See illustration for Allowed Hole Zone DO NOT cut,notch or drill holes in headers except as indicated in illustrations and tables. U A MIAUMIM OF TWO BRACED WALL LINES�ARE- IR LD IN EACH DIRECTION OF A OLMLDIN6. BhLS SHALL NOT BE SPACE fl n O O O Q O O g Z a D(TB�STRAP Aw WALL#EATHN6 ncrac� AMD WALL SIEATTirJ6 I I z z z o z z z Z w MORE THAN 60 FT APART. WALLS WITHIN A BW.%HALL NOT BE OFFSET BY MORE THAN 4 FEET PROM A BW-. BWL LOCATIONS ARE TD TaP alp POM(w&L r Lm NOTE: �,I I NOTE p TO T6P Cr PONY WALL r Ili > > > w > > o INDIGAT®ON FLOOR PLANS 2 FT MAX PONY WALL MAY BE I I 2 FT MAX PONY WALL MAY BE I W w W w m U U SIMPSON DTTIZ HCLDM AT 664a WXO A BRACED WALL PANEL(BHP)SHALL BEGIN WITHIN 10 FEET OF EACH END OF A BWL. THE DISTANCE BETH�N AD446ENT PLACED ON TOP OF HEADER PLACED ON TOP OF HEADER ®� WNL ENP PMhS(TYPE A)tVU As RF1MW EDSE5 OF BMPS 5HAI1 NOT BE BRFATE R THAN 20 FEET. I fB2E%Wl-BE A MINlM)M OF TWO OW ON EACH BWL EXCEPT AT AT DRA(tP WNL PETALS 6 AND D. WALLS<16 FEET LONG MAY HAVE ONE 48'OR LONGER HNP, BWP5 ARE TYPICALLY C5-H5P SHEATHED BRACED WALL PANELS 3 I/2'WIDE LVL HEAIDER(SEE FLAW N 8 IOD MALS AT DTTIZ (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANELS AS NOTED ON PLAN WHERE BHP TYPES A / CONTINUOUS TO OUTSIDE OF PANft AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BW 15 REQUIRED. o ® BHP TYPES ARE INDICATED ON FLOOR PLANS. ® 3/8V THREADED ROD Z Z v i ® as-HSP CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MEET N01F::W�RE 24'WIDE MINIH1IM FULL HEIGHT THE MINIMA OF TABLE-R602.103. NAIL 7(y'MINIMA WALL CONTINUOUS ID'4'MIN DEEP HEADER TO Hi- CONTINUOUS IV4'MIN DEEP HEADER TO - F� WALL RETURN 15 PROVIDED AT ENDS OF SHEATHING NTH 8d NAILS O b'O/G ODSE5)AND 12"O/G(FIEL.D)AND PROVIDE 2X OUTSIDE KING STUD(SEE PLAN) � lu LUQ OUTSIDE KING STUD(SEE PLAN)A LU PMH_®CE / � l- _e!� - GS{-61P BRACED WALL LINE 11 E 800k BLOCKING AT ALL UNSUPPORT®PAtEL ED6E5. PROVIDE 800 POUND HOLDOW l FASTEN J'51-EATHING TO HEADER IN FASTEN j'5FEATHIN6 TO HEADER W/ Z HOLDOM MAY BE ELIMINATED. PER DETAIL Iq OR20 AT ENDS OF BRACED WALL LINES THAT DO NDT HAVE 8D NAILS 0 310/G IN EACH DIRECTION 8D NAILS o 3'O/G IN EAGN DIREG110N N LLI r EITHER A 24'MINIMUM FLIL.L HEI6HT WAIL RETURN OR A 48'MINIMILH BNP. SIW50N LSTA24 STRAP ON BOTH SIDES AND SIMPSON LSTA24 STRAP ON UNSHFATHM O TRIM TOP OF PANT AS REQb t•"--1 V TABLE R602.105 MINIMUM LENGTH REQUIREMENT5 OF C5-WSP EACH OF HEADER TO JACK STIR W/I6 IOD NAILS FACE W/16 IOD NAILS z z 6-va•505 sGREws o w m FASTEN TOP PLATE TO HEADER W/2 F- FASTEN TOP PLATE TO HEADER W/2 H J CONTINUOUSLY SHEATHED BRACED WALL PANELS ROWS OF I6d NAILS a 3"0/6 z ROWS OF I6d NAILS o 3•0/6 Z HALL MIN PANEL PORTA SIDES PS 1/2' R PANED W Q w HALT- AJAGENT CLEAR MINIMUM LENGTH OF Q / � HEIGHT(FT) OPN6 HEI64T BRACED WALL PANEL V HEIGHT(FT) WIDTH'L' W w w PANE.SHALL HAVE A LENGTH'L'OF NOT PANEL SHALL HAVE A LENGTH'L"OF NOT g 28' D � = Q SIMP50H C&I COUPLER NIT <64' 24' � LE55 THAN 16'FOR 8 FT WALL,18'FOR 9 LESS THAN 16'FOR ONE STORY AND 24'FOR $ 64'TO 80' 32' FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLIGATIOK q 32' U 51MP5oN SWSB STRON6�^lAIL 5B Z 64" TO 96" 36•• X PLAN FOR ACTUAL LEN6ni xx SEE PLAN FOR ACTUAL LENGTH 10 34' PATH.,VERIFY PANEL 15 PLUMB <641 2T' GYPSUM BOARD "6B"BRACED HALL PANELS(TYPE B)SHALL BE Q Q II 38" - - 12 42' NOTE:DETAIL APPLIES TO � ~i 4 3/8'40 ANCHOR BOLT OR q 64'TO&0' 30' 48'MNMUM IN L 945TH ON BOTH SIDES OF WALL.PER TABLE W r1 u ADHESIVE ANCHOR 80"TO 96" 41' `R602.105. SECURERS"6YP�.t1 BOARD WITH 6d C0OLM NAILS, (�JACK STUDS MIN.OR PER PLAN (2)JACK STUDS MIN.OR PER PLAN BOTH ENDS OF HEADER <64' LL 30' r ql5"X IX"6YP5t1M BD NAILS,OR x098'X IV AM�'RINGW 0 � . 10 64'TO' 30' NAILS a 7'O/G(EDGES)AND 1'O/G(FIEW). BLOCrJN6 15 NOT - - LL - - El • ° " 80"TO qb' 38" `f2fiCilIRl�AT lM5lk'PORTED PANEL ED6ES WHIEN PANELS ARE BLOGKIN6 AT PANEL E06ES BLOGKIN6 AT PANEL EDGES tV 11 INSTALLED HORIZONTALLY. PROVIDE.1015T OR 11ZL%OR FULL �51�lvltvl •Partial credit for panels 36"to 48"wide per R602.10.5.2 HEI6HT BLOCKING DIRWTLY ABOVE AND BELOW TYPE B WAL15. ONE JACK AND KING STUDS ONE JACK AND KING STUDS BLOCKING AT PANEL EDGES7 "L" EQUAL TO Iii v TYPIGAL HOLOOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD ,T IOKIN65TUD5 or > 12" FASTEN 7n6'SHEAl711N6 TO EACH STIR FASTEN lnb'SHEATHING TO EACH STIR H= GYPSUM BOARD "GB" -TYPE B AND SILL W/8D COMMON NAILS 0 3'0/C AND SILL W/8D COMMON NAILS o 3'O/C U r ^ FRAMED FLOOR A STUCTURAL PANEL "CS-WISP" -TYPE A p FASTENI/16"SHFATHINS TO 5nro z V J D AND SILL IN bd NAILS 0 4'0/G W a NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 PORTAL DETAIL"A'ONLY APPLIES SIMPSON HOU2 HOLD"W/6-1/4" < U N.TS. TO 2 FT TO 18 FT WIDE OPENINGS. 51MP50N FrDIF HOLDDOU W/14-I/4'SD5 / Z SCREWS IN DOUBLE EMD 51110 505 SCREWS IF NO FLOOR ABODE. Ur � � U TABLE 602.10.3(1)BRACING REQUIREt�NT5 BASED ON 14OMPH TABLE 602.10.3(2)WIND ADJUSTMENT TO IF HDA �10-1/4W5 PANEL TO SIT DIRECTLY ON 1TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF WALL BRACING. 2-UPm ANCHOR BOLT OR EXPANSION CONCRETE FOUNDATTOIN WALL ---- ...... .............. smrs N DTTIZ HCJXJI\44 AT 66-W6''IyRACED HALL HEIGHTS,AND 2 BRACED HALL LINES BOLT WITH 2'X2'Xe{{y'PL WA5HH2 U2'(P ANCHOR OR EXPANSION BOLT ��4 ,' /y (�' ADJUSTMENT STORY CONDITION ADJUSTMENT OVER __ _ WALL EW PANELS(TYPE A)ttAJ AS REQIRED CONT BASED ON SUPPORTING FACTOR •4 BAR CONT IN TOP OF CONCRETE CONCRETE #4 BAR CONT IN TOP OF CONCRETE 2-1/2'40 ANCHOR OR EXPANSION BOLT x3 nE (� G)�� F, ` ®11 AT WAaP WNL DUALS G AMD D. C> STORY BWL SPACING METHOD GB ® SHEATHING EXPOSURE CATEGORY ONE STORY G 12 F�AT1� FOUNDATION FOIR�ATION ®� S-IGD NOLs AT DTT1Z EXPOSURE GATT GORY ONE STORY D 15 s x4 BAR CONT IN TOP AND BOTTOM ® TOP 10 25 5.5 EXPOSURE CATEGORY TWO STORY G 13 PAB5-18 ANCHOR BOLT OR/e THRFAM OF CONCRETE FOUNDATION 51MP5ON SB1/8X24 OR PAB'T-IS ANCHOR Z ® TOP 2O' S.0' (O.O' EXPOSURE CATEGORY TWO STORY D 1 b EXTEND WALL SHEATHING OVER RIM J015T ROD W/WASHER PRATE,SEE DETAIL 15A71 :..� ESOLT OR Ye'THREADED'.ROD, FABS-18 ANCHOR BOLT OR 5/e THREADED SEE DETAIL 15/01 �- OVER ROD W/WASF�PLATE,5ff DETAIL 15/01 ® TOP 30' 1.0' 145' ROOF HAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL E06E FRAMED KAU PORTAL DETAIL"B'ONLY APPLIES TO b FT TO 18 FT WIDE OPENINGS. ROOF EAVE TO RIDGE ROOF ONLY 20 FT 1.6 FLOOR PANEL HAS CONTRIBUTING LENGTH OF 48'TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE USED ON FIRST FLOOR APPLICATION ONLY.PANEL RAS n SIMP50N STRON64VNl REQUIRES ENGINEERED DESIGN TO �' TOP 40' 9.0' 18.5 ROOF HAVE TO RIDGE ROOF+I FLOOR 15 FT 1.15 REOUIREMENT5 FOR BRACED HALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBUTING LENGTH OF 48'TOWARDS R602.10.3(I)MINIMUM LEN6TH TO DETERMINE PANEL 51ZE/AND ANCHOR BOLTS FOR 0 3 `� ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 Iii ON FIRST FLOOR APPLICATION ONLY. REMIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. TOP 50' 11.0' 23.0' ROOF EAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 ACTUAL HORIZONTAL DE516}N WIND LOAD AND CONDITION ROOF EAVE TO RIDGE ROOF+2 FLOOR 20 FT NP TOP 60' 13.0' 215' WALL HEIGHT ANY STORY 8 FT Q.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL "ABW" SIMPSON STRONG WALL NUMBED 3/5'41)ADHESIVE ANCHOR BOLT OR HALL HEIGHT ANY STORY 11 FT 0.95 6023 ADI�ESI�� BOTTOM of 2 Io 5.0 105 WALL HEIGHT ANY STORY 11 FT 1.05 FRAME "CS-PF" DETAIL - TYPE C "PFR" DETAIL - TYPED DETAIL - TYPE E I DETAIL - TYPE F BOTTOM OF 2 20' 9.0' 19.0' HALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 D NOT TO SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W o baga , NUMBER OF BK PER PLAN DIRECTION AT STORY 3 1.3 Cn BOTTOM OF 2 30 13.0 275 RMNR OF BWL PER PIAN DIRECTION AT STORY 4 1.45 BOTTOM OF 2 40' 11.0' 36.0' 14J10ER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE Ib Q NUMBER GYP BD FINISH OMITED FROM INSIDE FACE OF BMP 1.4 r2j�BRACED WALL PANEL DETAILS Z HOLDOWN DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD 65-H5P ONLY UNIT 18 (MODEL C UNIT 17 (MODEL CGYP BD FASIT KING ANY STORY 4"O/G O.l - ) ) - 2O BOTTOM OF 2 b0 25.0 525 APPLIES TO METHOD 6B ONLY D 1 NOT TO SCALE D IW COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 12 C A A C z C-7 C-6 C-6 C-7 g LINE OF ROOF 4'-0" 4'-0" W I'"1 E (NO VENTING) (NO VENTING) v TRU55 BEYOND RIDGE VENT RIDGE VENT U I z C.J (3) 2x8 P.T.61RDER HATCHED AREA INDICATES O BEYOND = LOCATION OF FIRE RATED ROOF 3 c0 v � SHEATHING,4'-0"FROM . 1x8 FASCIA BOARD CENTER OF FIREWALL-EACH SIDE N po GUTTERS t LEADERS GUTTERS d LEADERS U En Z - ALL GUTTERS E LEADERS SHALL BE BAKED - �-� ALL GUTTERS d LEADERS SHALL BE BAKED Z ►- WHITE ALUMINUM.032 MIN.GAUGE,GUTTERS - �- -� ,-�-" « WHITE ALUMINUM.032 MIN.GAUGE,GUTTERS w ch � SHALL BE 5"SEAMLESS O.G.STYLE 1^U ALL 12 12 SHALL BE 5 5EAMLE55,O.G.STYLE W/ALL = 0 IT Lu Lo 51MP50N LU528-3 FACE RELATED d REQUIRED ACCESSORIES. LEADERS q q RELATED E REQUIRED AGGE55ORIE5. LEADERS U M MOUNT HANGER " " SHALL BE MIN.2"x3" 02Y"GAUGE W/(LIPS d N SHALL BE MIN.2 x3,.02? GAUGE W/CLIPS dco - ANGHOR5. CAULK E SEAL ALL JOINTS. PITCH q - - - q ANCHORS. CAULK I SEAL ALL JOINTS. PITCH co (3) 2x12 P.T. GIRDER BEYOND 12 — — — — — — - GUTTERS MIN. I/67FT.PROVIDE P.V.G. ZE f3 12 GUTTERS MIN. I/57FT.PROVIDE P.V.G. (� _ m r RECEPTORS 8 ABOVE GRADE TO RECEIVE - RECEPTORS 8 ABOVE GRADE TO RECEIVE a t I t I t Ix AZEK TRIM BOARD OVER LEADERS(CLOSED GAP DESIGN). — � / II � LEADERS(CLOSED GAP DE516W. GIRDERS(TYP) b' uurwt OH. / \ 51MP50N BG52-3/6 P05T b HIGH BLIND - 12 - - / / FLASHING „ / 12 b"HI6H BLAND GAP ANCHOR FLASHING q 12 t / \ 10" SQUARE HBdG PERMA CAST -17 Q ,+ — — — o Z L J = COLUMN #46382 W/SQUARE - w `r , % `r _ w O FLAT GAP 4 BA5E (OR EQUAL) - 4" 2'-O" I 4 CORNER COLUMN TO BE PROVIDED W/SPLIT KIT - - - _ .-k �— --1-�— a4- �-- �— — ��— „ DINING ROOM DINING ROOM _ - — - I- tY bxb P.T. P05T WITH 51MP50N PLATE HT. I. 0„ OH. _� H I,-0,. PLATE HT. U7 ABU66 P05T BA5E (TYP - ALL OH. I'-6" 1'-6" I, b„ I i OR 0 COLUMNS) CLOSET _ IOH SOH - OH OH - AfE1CLOSET PLATE HT. i I 11_0.. PLATE HT. O ' ^ OH. _ / H,/ / _ _ OH. i i U- u J TYP. REAR COV. PORCH DETAIL 3/4��=1�-8�� G-I 10"AZEK i I I = / / / I I " �' ❑ 4 $ I I 10 AZEK FRIEZE BD. i o L / N p i FRIEZE$D_ F T ►x12 AZEK Ixl2 AZEK TRIM i i / i i TRIM COLUMN® COVE - i - PORCH BEYOND i i - LUMN® COVERED II - II PORCH BEYOND FIN. I5T FLOOR i iLLLLJ -A [L--, , / IN I T L I I FIN. 15T FLOOR } i �+, /A*Ai //� �g I I SOFFIT I Ix4 AZEK I I SOFFIT I I I I � I I I I TRIM ALL I I I I I o I I I 1 I 5IDE5 I 1 I I I I m CA I I I I c-1.1 I I I c-1.1 I I I I ❑ w 0 UNIT 18 ,1 UNIT 17 I I I MODEL (FESCUE) i MODEL (FESCUE) BAS>HENT I I I I I I I I I I I BASEMENT _ _ BASEMENT � —��--t- - 7-1— — — — — — — — — — — — — — — L, - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — - - - - - - - - - - � — - - - - - - - - - - - - - - -Ir _ _ _�1—_ cn I- - - - - L - - - - - - - - - - - - - - - - - - --I - - - - - - - - -- - - - - -I— - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - -1- - - -1 - - -I- - J U CENTER LINE OF w CC7 CA6 RE HOUR FIRE wALLD A C F-�ONT ELEVATION C-6 C-7 U A55EMBLY 1/4° = I1-011 O C) dl C A A C RIDGE VENT I (NO VENTING) (NO VENTING) RIDGE VENT TYPICAL ROOFING: TYPICAL ROOFING: ARCHITECTURAL SHINGLES 15# ARCHITECTURAL 5HINGLE5 I5# FELT UNDERLAYMENT I FELT UNDERLAYMENTco 5/8" PLYWOOD 5HEATHING 5/8" PLYWOOD 5HEATHIN6 a N N N M N (V HARDIPLANK - I HORIZONTAL CLAP - 510IN6 HARDIPLANK HORIZONTAL (LAP 51DING 6"AZEK TRIM BOARD 6"AZEK TRIM BOARD U) 12 ZU) � x 12 „ o 0 0 ° o o Z �' x q I x 8' AZEK RAKE BD W/ Q g z a I"x 8"AZEK RAKE BD W/ q I"x 3"AZEK TRIM(TYPO > > > w > > a g I"x 3"AZEK TRIM(TYP) 12 12 w w w -i w w 17 q q � w w � w m U U b"DIA6.AZEK \ 12 b"DIA6.AZEK o TRIM BOARD 12_ T TRIM BOARD N q � q o b"HIGH BLIND 6"HIGH BLIND FLASHING ALIGN LASHING � 'FASGIAS - 2015 IRC- 62427.8 (503.5) VENTING 5Y5TEM TERMINATION LOCATION: z GREAT ROOM _ _ !' ' GREAT ROOM THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN 111 (� PLATE HT. __itiui! / uinn---- Jt!mL- -- lunn PLATE HT. INPUT OF 10 BTU PER HOUR(3KVO OR LE55 SHALL BE I'-0•, Item---- -JnuIL_ - I-0 / / / /, - -- A� / /. i-O" I-0 a. OH. LOCATED AT LEAST 6"FROM ANY AIR OPENING INTO A U U } I A All OH I I I / '1 BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER IOp00 J O o _ E77ij 1 i i i i I BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE j a 1--I Y l I I I I I I I i t G-I INSTALLED WITH A 9 INCH VENT TERMINATION GI FARANGE,AND WrA 1A 141 1 W H w ui I I I I I I I G-I I I i t I I � i i i i i i AN APPLIANCE WITH AN INPUT OVER 50p00 BTU PER HOUR D v o I ! ! ! I I SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION Z Q 11 ITT Fll� F = CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR (D O I6' 4" IBI WI TH i i I I I61- BIS WI TH I INTAKE SHALL BE LOCATED AT LEAST 12" ABOVE GRADE. (q 4 CL �i 0 �1 l - p p Cl o - o o i i i i i 2015 IRC- 8312.2.1 ❑ I « I I 1 I I I � I � I I I 6" AZEK TRIM IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN � � 6 AZEK TRIM I I ! I I 1 I I ! I OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" ALL 5IDE5 i i i i - _ _ I I i I I I ALL SIDES ! I I ABOVE THE FIN15HED FLOOR AND GREATER THAN l2 ABOVE I I I ! ! 1 ---I - i iLL i i i i THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE c� m ! I ! I I / _ I_ ! i I I I EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL Z z J FIN. IST FLOOR l I 1 1 _FIN. 1ST FLOOR Z „ COMPLY WITH ONE OF THE FOLL.OWIN6: � U ELEV �,-0, - j/ , // ELEV.+0-0 ' OPENINGS THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE o o r, TO PA55 THROUGH THE OPENING IN ITS LARGEST OPENED POSITION. w �,( A,;CA 1 II II II I III II VIII I 'FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2080 F o- f' bxb PJ.P05T WITH 51MPSON 1 pll II III 1 I 1111 II VIII I ( bxb P.T.P05T WITH 5IMP50NC�'`�h 1 BG52-3/6 P05T GAP ANCHOR d 1 I I pll II III I I 1 6 AZEK TRIM I II II III I B(52-3/6 P05T GAP ANCHOR d (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 51MP50N ABIUbb P05T BASE(TYP- I j Jill 11 IIS 1 I b" AZEK TRIM 1 ALL 5IDE5 I SII II III�I I 1 51MP50N ABUbb P05T BASE(TYP - 1 RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO II II II 1 111 II 111j1 1 1 FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING ff ALL COLUMNS) ( I pI I I ALL 5IDE5 I I ALL COLUMNS) I pll EGRE55 III 1 I III 1E6RE55 I III I AREA OF THE WINDOW UNIT TO I F55 THAN 5.l SQUARE FEET.„ ipILWINDO ___ I I ( 4 I I 11 ___ INDOW « 1 10 SQUARE: HBdG PERMA CAST 1 I I I ( I _____IJ I LI_————____IJ I 9 10 5QUARE HB G PERMA GA5T 1 COLUMN #46382 W/5QUARE 1 UMN #4E6382 W/SQUARE g u____ I I 1 � — FDI 1 FLAT GAP 4 5A5E (OR EQUAL) FDI I — — — I I I I FLAT CAPNER COLUMN TORE QUAL) - CORNER COLUMN TO BE - - PROVIDED,W/5PLIT KIT I 1 1 1 1 PROVIDED W/SPLIT KIT f BA5EMBT 1 1 _ 1 _ - B EMENT _ _ BASEMENT rJOB NUMBER - - - - - - - - - — — — — — — — — — — — — — — — — - - ---- - - - - - - - - - - - - - - - - F-1 �- - - - - - - - - --��- - - - - - - - - - - - - - - - - - - � - - � - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - 1 L- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - � w 2016023 UNIT 17 UNIT 18 UNIT 18 UNIT 17 DUET CLUSTER = SHEET NUMBER C A CENTER LINE OF A C REAR ELEVATION z 2 HOUR FIRE RATED C-6 �-' MODEL C (FESCUE) rZMODEL C (FESCUE) C-6 , RE515TANGE WALL I/", _ I,_0„ V _ ASSEMBLY /t - (MODEL (MODEL C) ELEVATIONS- WC) o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED vJ b"HI61-1 BLIND B Z c ' FLA5HIN6 C-6 LU II-��1 E q"(R-30)EATT5+6"(R-Iq) b" (R-1q) BA U -- BATTS MBINED INSULATION GONTINUOUS ABOVE O () q 12 VALUE F R-4q) 0 V LINE OF ROOF i �./ BEYOND® MASTER T 12 Z ^ 1 BEDROOM 4 Q o L RIDGE VENT S25C) i'' m a� s. RIDGE VENT \ � 12 �� ■� N •�o 2 x 6 NAILER-LAB Of o N } - -�- X12 nn BOLT TO VERT 5 j z _ W/ DIA X b'L BOLTS a� "'rn INSTALL ICE b WATER SHIELD Q xco PER MANUFACTURERS - 1 " i Q w - 2 4 SPECIFICATIONS TO MAINTAIN -- - - = r- 00 PRODUCT WARRANTY RIDGE PENT - � - - ---- - - - - LINE OF DORMER 2"x 6"RR® Ib° I I co NOTE: 71 12 `� APPLY ICE d WATER SHIELD IN 1Z t&2HINb FAIR WEATHER WHEN THE AIR, - WALLS BEYOND BEDROOM#3 q" (R-30) BATT5 ROOF DECK AND MEMBRANE =1tv b° ARE AT TEMPERATURES OF 12 40 F(5 G)OR HIGHER - EXP05ED LOW 6DR '-LINEq 2"x 4"SOFFIT BM5 OH. " " FLUSH ROOFS -1x8 FASCIA BD. OOF BEYOND®6ARA6E 5"AZEK FRIEZE BD. - -� I I z 17-4-11.11 - - - - - --�-- --� 1-- - -- - O GREAT IROOM _ _ _ __ u l r DIN A _ _ BEDR_M#2 WINDOW HEADER PER PLAN i F- Imin PLATE \ \\ PLATE HT. TRANSOM WINDOW � 1,_4.. ��t,ay _ - - -- �-fi I I 10"AZEK BEDROOM #2 OH. I I C[ j -1, = -;1 FRIEZE BD. I I (A !'L I I I I I 2'-0' I I z OH. s 2"x8" ® I6`Or,FOR SEAT U 1 i i 10" 5QUARE HSd6 PERMA is ii III G-I i CAST COLUMN #46382 Wl I ' - -I I I I \ / EXTERIOR WALL CLOSED CELL SPRAY FOAM � DOUBLE-HUNG WINDOW I I INSULATION TO COMPLETELY F- o HARDIPLANK SHINGLE SIDING n� o :LI j;� I = I I I I � FILL SEAT CAVITY O ` ' J SQUARE FLAT GAP d I I -TYVEK oR EQUAL = I (OR EQUAL) - i I� I I -1/16 055 SHEATHING BASE � i i i i a' p 2 2x8 ® END W/A35 CORNER GOLUMN TO BE II - -i-f I I = -2xb WOOD STUDS® I6" O.G. 51MP50N CONNECTOR ❑ I I_-' -_- I I p o -6"R-21 BATTS 51MPSON H2-5A CONNECTORS PROVIDED W/5PLIT KIT - rr I I I w i i i i 5D GYP BD I"x 12"AZEK TRIM I I I �• �° I I I I FIN. 15T FLOOR I I •l_—_,: !-,1-_I_--' -:, I I _ _ FIN. 1ST FLO ELEV.+0-0"" - - - - - I_.._ _..�-- -t .,- ELEV. +0'-0" = 3/4"T$6 05B 5UBFLOOR- GLUED d 5GREYED-RUN /ilk L - - - - - - - 1 � GG>NTINUOUS BETWEEN PLATES J bxb P.T.P05T WITH ( I 10" 5QUARE H1346 PERMA I I l/Ib" 05B SHEATHING I'-b" AT EXTERIOR WALL O I I 51MP50N B052-3/6 P05T I I GA5T GOLU14#4$382 W/ I I 2X 12 FLOOR F- CAP ANCHOR 3 51MP50N 5QUARE FLA GAP d _ I ( I ABU66 P05T BASE(1YP I I T I I WALL 0 6ARAGE — — — — — — — JD)I5T5® 16"OG. U) WALL ® GARAGE BASE (ORE AL,) - 1 I BEYOND I I I I _ALL COLUMNS) I I I I BEYOND FIRST FLOOR LINE _ _ _ _ o FDI I I I I I I I CORNER GOL MN TO BE I I o0 PROVIDED 5PLIT KIT I I I I I I I I I I Iz I ❑ w O I I i I I I I i I I 1 � • • . . . I I I I I I I I I I I : . •• I I I I I I I I I 1 � UNI=INISHED I I I I I I I I I j j BA5EMENT _AkjBASEMENT w - - � _ - - _ - - _ - - _ - - r� _ - - _ - - - - - - r- - - - - - - - --�I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - -I - - - - - - - - _ � BASEMENT L — — — — — - -- — — — — — -I- — — — — — — L— — — — — — — — L- — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — - -- — — — — — — - - —— — — — — -� — — — — — — — — — J I - - - - - - - - - - z U LEFT END ELEVATION 2 Z FD-I (R-13)CLOSED CELL SPRAY FOAM INSUL W /4° = I'-0" Cg6 OR DRAPED BLANKET INSULATION F FND. L5-FULL HT U D UNIT 18 MODEL C (FESCUE) CB6 b„ "FLA5►►'� BEDROOM #2 BAY DETAIL 1"= 1'-0" 12 / LINE OF ROOF BEYOND® MASTER 1 r- � ro co `� / BEDROOM � M o cd m RIDGE PENT ASPHALT ROOF 5HIN6LE5 Q N ° r N N M M (O r M 12 RIDGE VENT INSTALL ICE 4 WATER SHIELD PLYWOOD 5HEATHING PER MANUFAGTURERS 5PEGIFIGATION5 TO MAINTAIN PRODUCT WARRANTY RIDGE VENT 15�ROOFING FELT PAPER / NOTE: LINE OF DORMER �__,�_ 12 -� INSTALL ICE# WATER SHIELD PER / U U x APPLY ICE 4 WATER SHIELD IN WALLS BEYOND® 1 - - MANIFAG111RFR5 SPECS.TO ROOF FRAMING z z z O z z z cn w FAIR WEATHER HHEN THE AIR, BEDROOM#3 -- �` - RDOF DECK AND MEMBRANE MAINTAIN PRODI�r WARRANTY. /, O oLI) T o o o g z a - _ GARRY DOWN FRONT OF FA5GIA- /' > > > w > > a- g MIN 4"TYPIGAL w w w w w a ° ARE AT TEMPERATURES OF 12 EXPOSED LOW GDR / w m U U 40"F(5"C)OR HIGHER. q LINE OF ROOF - - 0.40 ALUMINIM DRIP EDGE EYOND®GARAGE 1x8 FASCIA BD. FLUSH ROOFS - - � 1 - - - GAP o N AZEK �_�T_ 6Vn`ER / N - FRIEZE 13 BEDRM#2 _ _ N AREA _ _ - - - _ 6REAT ROOM PLATE HT. WTI / LATE HT. 111t111 IMIIIr1 fi PLATE HT. . Z 10 AZEK - i (� U I C7 FRIEZE W. '-O" � � � _ � I��--_�` � 2015 IRG- 62421.8 (503.8) OH, I I I I r;_-` - i, =� I — O U VENTING 5Y5TEM TERMINATION LOGATION: Eu THE PENT TERMINAL OF A DIRECT PENT APPLIANCE WITH N I I I I �, - I r1 I W l w INPUT OF 10,000 BTU PER HOUR OKN0 OR LE55 SHALL BE I I I NOTE: I - IO" 50UARE HB86 PERMA I APPLY ICE E WATER 5HIELD IN W w �{ w LOCATED AT LEAST b"FROM ANY AIR OPENING INTO A I I I P' I o p = I I I I o i l l CAST COLUMN #46382 W/ I G-I FAIR WEATHER U ° BUILDIN6,AND SUCH AN APPLIANCE WITH AN INPUT OVER 10,000 0 = p WHEN THE AIR RAF DECK AND Z I I _ i I I j 5QUARE FLAT GAP t - --I' !- BTU PER HOUR BUT NOT OVER 50,000 BTU PER HOUR SHALL BE - $ I I I I p 1 MEMBRANE ARE AT I� INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE,AND o I I BASE (OR EQUAL) - TEMPERATURES OF 40"F(5'G)OR (n O J 4 AN APPLIANCE WITH N INPUT OVER 50,000 BTU PER HOUR s I I I I CORNER COLUMN TO BE I I HIGHER W SHALL HAVE AT LEAST A 12 INCH VENT TERMINATION .Q i =.r=_=-T; _; PROVIDED W/5PLIT KIT i W CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR I FASCIA BOARD 'AZEK SOFFIT ❑ M--1 INTAKE SHALL BE LOCATED AT LEAST 12 ABOVE GRADE. _ !' -1- I I I � X11 it 1 (i, Iel_ , . I 1 BOARD I^U 2"CONT. w -' VENTING OR VENTED = _.I VINYL SOFFIT w FIN. 15T FLOOR_ _ i i i i _, I - - - - - I FIN. IST_FLOOR ELEV.+0'-0" - - ELEV. +0'-0" 2015 IRG- R312.2.1 IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN - - - - - - DETAIL z OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" EXTERIOR HALL I I 10" SQUARE HBG PERMA I I bxb P.T.P05T WITH I I I I � I � � a ABOVE THE FIN15HED FLOOR AND GREATER THAN 12"ABOVE -HARDIPLANK 5HIN6LE 51DIN6 I I GA5T GOLU"N #46382 Wl I I 51MP50N 6652-3/6 P05T I I I I o g THE FINISHED 6RADE OR OTHER SURFACE BELOW ON THE -TYVEK OR EQUAL I I SQUARE FLf T GAP d I I GAP ANCHOR d 51MP50N I I I I I 0 EXTERIOR OF THE BUILDING,THE OPERABLE WINDOW SHALL -1116"05B SHEATHING BA5E (OR E AL) - ABUbb POST BASE(TYP WALL 0 6ARAGE ', - W COMPLY WITH ONE OF THE FOLLOWING: -2xb WOOD STUDS® Ib"O.G. I I I I ALL COLUMNS) I I I I BEYOND I 1 SCALE: 1 1/2 - 1 -0 _ o, r jT ti "OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE -6" R-21 BATTS I CORNER GO UMN TO BE I I I I I I I FDI F o PROVIDED 5PLIT KIT z- TO PA55 THROUGH THE OPENING IN ITS LAR6E5T OPENED POSITION. G Z FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2090 HALL 6ARAGE (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO I I I I I I I I I I 1 RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO I I I I I I I I I I Y FULLY OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING I I I I I I I I I I a"2 3l� AREA OF THE WINDOW UNIT TO LE55 THAN 5.15WARE FEET. BASEMENT _ _ _ _ _ BASEMENT Gv - 1--- - - - - I- - - - - - - L - - - - - - - - -I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 - - - - - - - I- - - - - - - - - - -1- - - - - - - L - - - - - - - -- - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - -I--- - - - - - -J - - - - - - - -J - - - - - - -i- - - - - - - - - - - - - O 'NUMBER RIC�IT ENI ELEVATION . _ , „ w 016023 ILL B 1/411 - I -0 + C-6 UNIT 17 UNIT 18 UNIT 17. DUET CLUSTERSHEET NUMBER MODEL C (FESCUE) 0 (MODEL Q (MODEL Q ELEVATIONS w 1 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED LINE OF REAR Z CHEEK WALL 0 UNIT Il 13'-0" II'-2" 14'-2" I 14'-6" 11'-2" 13'-0" w o U — CZ 0 C A N I A C - - - - Z r N N C-6 C-7 O 4--d :3 u) n 76 � •� � Qom � tnN 8" 12'-l0" 8 ID'-o" 4'-II" 4'-4"M.O. 4'-II" 5'-3" 4'-4"M.O. 4'-11" l0'-0" 8" ( 12'-10" 8" o Z V m o 0 0 0 o °� UNEXGAV. U = 0 -° _ _ U O q o q 4"P.G.SLAB WITH bxb, ❑ M o0 o UNEXGAV. o FDI o 2 ( 10/10 W W.M.OR FIBERME5H. iv m 4" P.G.SLAB WITH bxb, I FD1 MIN.3500 P51 GONG. 10/10 W.W.M.OR FIBERME5H. MIN.3500 P51 GONG. I ( r------, I N 2 — HD o FD1 — — I HD w1 mow h � 4 ' y HD — — „=::a: j� O Xa o 0 21% i� ;#) EGRESS HD � ''' K' 2x12 FLOOR JOISTS I ZO `} t WINDOW -- ® Ib"O.G. 0 2"x 10" p o p 'ry, O m N 8 _o I J / - LRB SEAT -� 2x12 FLOOR JOISTS `�' ;• 11 4"WIDE JOIST- SLAB OIST CK - 2"x 10° o ® I6"O.G. SEAT.T.O.SEAT - HD SLAB SEAT - u, J _p FD)\,r- ELEV= (-)I'-i " o J Q Z HD 4"WIDE J015T _ I O SEAT.T.O.SEAT 2 0 2" P.G.FOUNDATION WALL U 0 o ELEI/= (_)1�_1�" I I � 4 WITH DAMPROOFIN6 ON 14'-8" T q'-4" FDI I 13'-2" 24*x 12 P.C.FOOTING 10 2'-0" �° I O LL Ln 12"P.G.FOUNDATION WALL = I o O WITH DAMPROOFIN6 ON 4 - 10"P.G. FOUNDATION 6 - M 2_0" ID" 24"x 12"P.G.FOOTING 13'-2" I FDI q'-4" 14'-8" 1'-O" HJALL WITH DAMPROOFIN6 Le 3�"DIA STEEL COLUMN '- DIRECT VENT HEATING EQUIP. OZON 20'x 10" P.G.FOOTING FON 3 x 30 x f D PG APPLIANCE CLEARANCE HDQj�T.O.W.ELEV. - 0-0F 6 N.b.N) APPLIANCES SHALL BE IN5TAL DIRECT VENT HEATING EQUIP. 5�"DIA STEEL COLUMN 10 P.G.FOUNDATION WITH THE CLEARANCES F M DE T„ WALL WITH DAMPROOFING LUNFIN {ED� 5E NT rNNNNNNNNNNI HD APPLIANCE GLEARRNGE oN0 x�x PPG 1 UNPROTECTED COMBUSTIBLEJOIST SEAT. LIANGE5 SHALL BE INST�{LED FT6I N.ONJ F_ I ON 20 x 10 P.G.FOOTING (� -o'CEILING HT. MATED AL5 A5 INDICATED ON TIE ” r"'�-T.O.W.ELEV. = 0'-0" 5W G I' Y AM L -1 APPLIANCE LABEL AND IN T({ETOW.ELEY= (-)I-I4 WIDE WI H THE CLEARANCES FROMUNPROTECTED COMBUSTIBLE E FAGS MAI9JFAGTURERS INSTALLATI N J015T SEAT. UNF NIS D B T -� o0 oa HT OR DRAPED INSULATION INSTRUGTIOt�15. M T1=RIALS A5 INDICATED ON T *8'-0'GEI / I I ALL EXP05ED HOT W(+TER PIPIN ANIS/OR TOW.ELEV= ()I'-I " A LIANGE LABEL AND IN THE L —1 *(R-1 )GL ELI SPRAY FOAM INSUL H ATIN6 DUGT5 TO BE INSULA D ASI PER O p PROVIDE FRESH AIR INTA I II MANUFACTURERS INSTALLATION AL04 IN Ft WAILS FULL I N.YS.CODE. J �- [i TO MEGH EQUIP PER GO Q I IN�iTRUGTI0N5. HT OR DRA KET INSULATION OE)R-�OIST� E HOT�WATER PIPING ANDIO 00 I 2x12 FLOOR JOISTS I 2x1 L I 2x12 FLOOR JOISTS 1_. ., OVIDE FRESH AIR INTAKE p p HEA1fIN6�70 BE INSULATED A5 PER �I I ® Ib"O.G. ® I6"O.G. ® Ib"O.G. W • MEGH EQUIP PER CODE p N.YS.CODIE. IS F_ � 2-O QHD 2x12 FLOOR JOISTS I 21=t6BR 2x12 FLOOR JOISTS I I I m 2'-0° A ® Ib'o.c. � ® 16°o.c. �� ® 16°o.c. / m _ — L J � L J v F_ 7 / 8 -� BA5EMENT 5LAB _ 1 ❑ w FDI 4"PG.5L ( 500 P51 GONG) I , FD1 O L \\ L _J — m *.006 MIL.POL YAP-OR— — BARRIER 1 BASEMENT 5LA5 -� 8 w *TAMP d FI IT0 q5%DEN5ITY FD1 I *4'P.G.5LAB 1(MI . 500 051 GONG FDI - 4 �_ �J l -_J r ENE VAPOR (� J 1-0124 I I 14'-2" xl 5'-0" Pj'-O" 10" (n BARRIER I ( 412"XI " LUSH �_ P05T ABOVE = L ' p *TAMP E FILL TJ 145%DENSITY -� \ UNDER 1$EARIN L - - �) } - _ - (2)FJ _ _ - r o Fa- 10" J P05T ABOVE (4)2" I "FLUSH /' /' 1 f- U - _ UNDEE �EARING WALL O� _ _ _ (2)�J - W F - F_ - - (2)fJ - - - - - - II _ �^ � L - 2Z FJ - - - _ �� v 5'-4" 0.. U 3 / L 0 L r 3)2X12 x I 4"WIDE J015T 10 51-4" \ _ _ SEAT.T.O.SEAT tu ELEV= 01'-I�" 2x12 FLOOR 5 5 4"WIDE JOIST ) ! 12 FLU o ® I6" _ I ;9 SEAT.T.O.SEAT - - - - _ HIP ELEY= !-)I'-I " 3 I "' 2r\ I3 " - = r- - � � 2 I 1�LOOR JOISTS \-0 C-6 o r rry I o 2x12 FLOOR JOISTS J UNEXGAV. u, HD 1 — i b"O.G 6 16"O.G. 4"P.G.SLAB WI L - J T.O. _ - bxb, 10/10 H.H. ] w 7 `r r- r� °.° co UNEXGAV. 2X12 FLI R JOISTS I o ° ELEV - " 8" 4" o J - OR FIBERMESH. FD1 Q N N N N 4 P.G.5LAB WITH ® I "O.G. N i� MIN.3500 Nb1 ry o ] 6 6, 10/10 W W.M. I _ 4 8.. X q'-10" _0.. 4'49" GON N ri ri co (h OR FIBERME5H. I I FDI m FD1 MIN.3500 P51 o _ �' �j 2x10 B " G NO, x „ 4 3 B I B #5 CORNER REBA W/ 4'-0" — I 1' o" SLAB SEAT EB 3'_2�� C-6 C-6 " " N FDI C-6 I I (C-6 LE65 ® MIDPOINT HD 2 SEAT 6 — FOUNDATION WALL 11-611 — -— — . 31-211 �5 , FROM TOP 4 130M M. HD #5 CORNS REBAR5 W/ 4'-0" -2 (3)2"x12"FLU5H I - z z z o z z -- -- LEC-6 ® MIDPOINT OF UP 14R `� z `� `� x • — I (2)2X12 FLUSH FOUNDATI N WALL I-6 I 2x12 FL 1 3-411° 5 AT T.0.HIDE 5EAT 15To 0 o j o o a g j WEXGAVATED TYPICAL (2)2X12 FLUSH > > > w > > /^ ) 2"X12"FLUSH I FROM TO 4 SOTTTOM. N GARAGE 5LAB ® 1 " .C. ELEV= (-)1'-I�' `? w w w w w w o o cz 8" 14'-2" a 2'-6" 0' w m v v 4'WIDE J015T °3_ UP 14R p I *4"P.G.5LAB(MIN.3500 P51 GONG) - SEAT.T.O. T -2x12 F J015T5 I p p REINFORGED WITH 6x6,10/10 W.W.M. p `t o ELEV- UNEXCAVATED TYPICAL 7 O *TAMP 4 FILL TO q5%DEN51TY 7 , GARAGE 5LA5 `n - ~ *5LOPE 6ARASE 5LAB DOWN 2' - (3)2x12 N � 10" 2'-6" 14'-2" 8 *4'P.G.5LAB(MIN.3500 PSI CONGA 1 `r REINFORCED WITH bxb,10/10 WWM. w TOWARDS GARAGE DOOR — " O *TAMP 4 FILL TO q5%DEN5ITY O \ HD _ 12"FLUSH *5LOPE 6ARA6E 5LAB DONN 2" � g I N I 2XI2,FL OR JOI 5 — TOWARD5 GARAGE DOOR w I Ib O.G.O77 I'-0° il'-10" 8.. II'-8.. :r �- 2'-b.. O.. W 2 12 FLOOR,JO T5 rn w o ® I6 0. . 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MODEL C (FESCUE) MODEL C (FESCUE) ,13 NUMBER . ��2 01602 3 HD- HOLD DOWN GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THESE SHEET NUMBER MULTIPLE LVL GIRDER CONNECTIONS: UNIT 18 UNIT 17 DUET CLUSTER Q CONSTRUCTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND Z FOR ALL MULTIPLE LVL 61RDER5, LA6 BOLT REPORT ANY AND ALL D15GREPANGIE5 INGLUDIN6 ANY DIMEN5101NAL FOUNDATION PLAN a AB= ANCHOR BOLTS® T06ETHER W/ 1/2" BOLTS @ 2'-0" O.G., 2" MIN, GONFLIGT5, IMMEDIATLEY TO AR(HITEGT FOR GORREGTIVE MEA9JPE5 z 6ARA6ESIMP50N � MIN. 4" FROM ENDS PRIOR TO GON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMEN51ON5 1/411=1 _011 (MODEL C) (MODEL C) FOUNDATION PLAN `D FROM TOP � BOTTOM, cn C � 2 5TRON6 WALL5 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERN15E NOTED. o COPYRIGHT GRCH ARCHITECTURE IP,C, 2017: ALL RIGHTS RESERVED LINE OF REAR ll'-0" cl) COVERED PORCH F_ C) @ UNIT 11 _ _10" 5QUARE HB$6 PERMA GA5T COLUMN _ _ _ _ _ _ _ _ W E #463&2 W/SQUARE FLAT GAP of BA5E (OR EQUAL) - CORNER COLUMN TO BE 10" SQUARE HBt6 PERMA - _- ° �.T.-�1 -�.ar � q CAST COLUMN #463b2 Wl , U °' PROVIDED W/5PLIT KIT N A A SQUARE FLAT GAP 4 BA5E C I I bxb P.T.P05T WITH O U CENTER LINE OF C_6 C-7 I 14'-2" I I 51MP50N BG52-3/b P05T ' C-7 C-6 (OR EQUAL) - CORNER 2 HOUR FIRE RATED GAP ANCHOR 4 SIMPSON Z COLUMN TO BE PROVIDED i RE515TANGE WALL I O 0 bxb P.T.P05T WITH � 14'-2" , ABUbb P05T BASE(TVP i o rn o 51MP50N BG52-3/6 POST o I A55EMBLY o W/SPLIT KIT �,I I I I - All C.oLUMNS) - ~ '�"� `2 GAP ANCHOR 4 SIMPSON 2'-0" 1 13'-2" I II'-0" 14'-2" 14'-6" o I I'-0" �I 13'-2" 2'-0' o N >o ABUbb P05T BASE(m' ALIGN TOP OF COVERED I ALL COLUMNS) i COVERED (2)3016 TR (2)3016 TR (2)3016 TR (2)3016 TR (2)3050 DH (2)3050 DH (2)3050 DH (2)3050 DH 0.I TRAN5OM5 PORCH I I � `n 0 Lo PORCH I @ 8-0 HD HT o @ 6-0 HD HT @ a-0 HD HT @ 6-0 HD HT cY Z0_(n:6o Z 4 n - n Nt b'-1" b'-1" 1 O i- M 5'-b" 5'-6" b'-10" 1'-4" 1'-8" b'-l0" 5'-6" 5'-6" x ALIGN TOP OF a Iq oIT W cN M N U _ � Nm z I TRAN5OM5 I- I �'� 'n ❑ co tpi F -IF - - � DI N - U I co HO L - - JL - - - J HD 1 m NII 14 IIq 0 g016 TR RI 1 (2) 2X10 HDR 4HO a c� I DI r - - 1r - - - � DI = 6 TR 6080 SL 6L. 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ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF RATS D HEARTH I I I I 1 4" /, 4" 4" \ 1 4" `p b" O ENERGY CODE AS THEY APPLY TO ENERGY COD AR BEIN FO OWE I I I O 5 O 3\4 4" b- 161-41' I )- - - - - - - - - � Fl-l" - - O W, 2. ALL CON UC N L OMPL WITH THE 2015 INTERNATIONAL ENERGY 2816 TR @F� Wa� 4" I " 4" 4" \ 4.. a I 1 2b52 DHWCONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURIISDICTION b I b-4 b' 6 4 3 5-0 5-�SHALL BE PERMfITED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO m rtIb� L -1b-0HD HT (nEXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 2616 TR @ 1 1 166 �b_ _ _ q' 0"CEILING 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 2852 DH I I j CEILING WILL" 4" 2'-0" 4'-2" W POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. b-0 HD HT L J - 668 bbd �WIGL� bbd CANTILEVER pi ❑ O CERTIFICATE SHALL COMPLY WITH IRC N1101.14. `� 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND % I ( LIN. PANT. l2)2X12 FLUSH m 12 4,_2.. 4.. 2._0.. 4.. q'-0"GEI TNG q'-O"G ILING I I- -) INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING pI WIG L -1 CEILING I 1 CANTILEVER l2)2x12 LUSH PANT. LIN. ��°� a� I G 1 INT RG PRTN - 4' 4" = FLOOR ABOVE SURFACES. m 6 = - - - I I I U 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE aj r -1 " I I 1 '� '� - - , m �- -� LINE OF 5EGOND o (3) 2816 TR @ SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE I 1 L _j o o _ (2) 2X12 @ END VAULTED CEILING I Q (- I (3)2552 DH 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY FLOOR ABOVE 4" _ 4" CEILINGX _ _ INT BRG I 30"ATTIC z `r DI N I N6 AREA I I 8'-0"HD HT SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. I L J nt m r - EL7- co 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED (3)2816 TR @ o ' WC ACCESS - I 2652 DH I- w VAULTED CEILING (2) 2X12 @END = o 0 22"X HATCH A CANT FJ Sp® I I I (2)2666 BIFOLD DOORS I x L J HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL ) _ _ 1 8'-0"HD HT 1 1 5' I DINING AREA `r z O 30"ATTIC .� �6 LOW(2) 2X10 HDR ry 10" SQUARE HB4G PERMA W BE CONDUCTED BY AN APPROVED THIRD PARTY. 1 I ® A�� WC EF © q'-O' CEILING 668 sD® 6s m 4'-0" I ,yob I "' I �' I 1 I CAST COLUMN #46352 W/ 7. DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO I L J I (2)2666 BIFOLD DOORS I I I SD NO "A"GANTL HATCH I MASTER CEILING 21 "G' I I SQUARE FLAT GAP 4 BA5E o A MINIMUM OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS 10" SQUARE HB46 PERMA '^ � ON 4R (3)2X6 I (OR EQUAL) - CORNER LESS THAN 3' IN DIAMETER. F- -1 � m LOW(2)2XIO HDR � ,�b� ® b� q'-0"CEILING © BATHROOM � � = P05T L J � GA5T COLUMN#4b3b2 W/ I I I I 1 q-0 m `L 5D .Ib EF 4" IO'-4" 4" 3'-4" 3'-10" 4" o DI COLUMN TO BE PROVIDED o 6A DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE o 5GUARE FLAT GAP 4 BASE I I 1 8 CEILING MASTER lz W/SPLIT KIT SEALED. (OR EQUAL) - CORNER (3)2X6 21 "G' = DN 148 `r -1 _ 0 HD COLUMN TO BE PROVIDED l L J P05T D1 0 `fl BATHROOM 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR 4" 3'-10 4' 3-4 4" I0'-4" 4",UO G� 'L � LEAKAGE BY AN APPROVED THIRD PARTY. o W/SPLIT KIT 0"x TUB ° I F- Iq 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. u' :::� SHWR PAN O II GmVERED I DI 5016 TR m IO.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F 0 NOTE 's. o 7 �s8 GL. � o TUB "x 3 ;fl � � 0 0 0 1 1)ORGH _ i- (3) 2x6 HDR DEGREES OR <55F DEGREES SHALL BE INSULATED I SHA"R PAN I co V LTED GEILIN ( 1 1 3050 EXT IN50L OR I4 COVERED I I I 2866 INSUL DR- I �`+ I 1 5' 4" W/(2) 12" r �_ m WITH R-3 MINIMUM. m 5016 TR D1 O I 45 MIN.FIRE FOYER 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE (3) 2x6 HDR 1�� I PORCH II ` o NOTE "s": - _ zz TEMP.GLASS RATED W/ALF N 51DELI6HT5 Q N N N CO.- 17 N �i I . I I I o I B CLOSING DEVICE I I I I 041041,170 M CO r M IRC/IMC 6 3080 EXT INSUL DR ,� VAULTED GEIL NG m PTN ON 2X4 b" " " b" %W/(2) 12" 5._4.. I I 2666 INSUL DR- TEMP. GLASS B C-6 4 l0-o -4" m B 12.EQUIPMENT SIZING - PER ACCA MANUAL S, BASED ON LOAD FOYER _ ' 45 MIN,FIRE PTN ON 2X4 C-6 1 KNEE WALL 2 2X12 FJ. Got I CALCULATED PER ACOA MANUAL J AS PROVIDED BY A THIRD PART( HERS 51DEL16HTEI c� �`' RATED W/SELF bxb P.T.POST WITH C-6 KNEE WALL I I I r HD 51MP50N BC52-3/b P05T RATIN I I' I I b" _ 4° 4' 6" r I CLOSING DEVICE I TWO GAR GARAGE 1 a GAP ANCHOR 4 51MP50N m L42 3 4 10 0 3 I I 4 P.G.5LA13(MIN.3500 P51 I 13.UGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES i �2L2XI2 J. I 1 I GONG)REINFORCED WITH 6x6, 1 ABU66 P05T BASE(TVP m bxb P.T.P05T WITH 002 _ TWO GAR GARAGE I 10/10 H.H.M. 1 L V o -ALL GOLUMN5) MUST HAVE HIGH-EFFICIENCY LAMPS. 51HP50N BG52-3/6 F IT HD - I (I ® WC Iq m (CALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC GAP ANGHOR 4 51MP50N 0 1 f 4'P.G.SLAB(MIN.3500 P51 I( "SLOPE GARAGE SLAB DOWN 2" I 150 1, i t ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND ABU66 P05T BASE(TVP I I GONG)REINFORCED WITH bxb, -a 1 I I Q TOWARDS GARAGE DDDR UP 15R OI r771 Is DI cn INTERNATIONAL ENERGY CONSERVATION CODE. R SHALL BE THE m -ALL GOLUMN5) o L V ® 1I 1 '�� WALLS E CEILING -' l0 6 3'-6" 4'-6 4" EF 8'-6" b" 3030 AWN z z z O z z x 10/10 HAM.M. I I 'TYPE X GYP BD ON GARAGE a RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE m 'SLOPE GARAGE SLAB DOWN 2' w z cn w Iq WC SD I I TOWARDS GARAGE DOOR (I ( N � 'TYPE 'X'GYP BD ON INT OF m o �� IO'-0'CEILING @ a'-o"HD HT m O O - > po O O a g DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE - Iq '� Q 158 $ " 'TYPE'X'GYP BD ON GARAGE Q 5 I I LIVING SPACE COMMON WALLS TO I m BATH #2 © cn > W > a MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS INEW, - © -' „ = I I WALL5 f CEILING I I m = 6ARA6E I w w w w w m m U U ( 3030 AWN b" 6'-b" EF 4' 4-b 3-b b I Q OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEERS IF @ 8'-0"HD HT 1 ry ■I'TYPE'X'GYP BD ON INT Of- EXISTING REQUIRED BY THE OWNER OR BUILDING DEPARTMENT. m O 10-0 CEILING % o m I Try 6ALIVINRAGEAGE COMMON WALLS TO RI 1 1 v m BATH #2 m I(`� 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IIECC v i Im o m I I I I I INT BR6 PR1Tl N 0 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT (REQUIRED e i "' 0 14 TO COMPLY WITH THIS CODE. HD bb 1 ISI I LINE OF SECOND I Sp® o GL. � I I FLOOR ABOVE I o DI `v 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED (FOR �o INT BRG PRTN I I LINE OF SECOND 1 1 1 1 6 (R-21)BATTS (4)2x6 P05T X 68 EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH Iq 68 0 ® I FLOOR ABOVE 1 I I I I� II'-0O"GEIL NG Z SECTION N1103 CONTROL SYSTEMS. v pl c L. 5D AND � I 6'(R-21)BATTS 1 D/2I _�-L _ J - - L -_ - J 1 _ BEDROOM #2 a 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED �� (4)2xb P05T I I 1 DI b INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. APPLY A FRESH BEAD _ II'- 'CEILING 'o I 4" Ib'-0" 12'-0" b, 2'-b" o O U m OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO r - - I - I cn --I o INSTALLING INTERIOR GYPSUM WALL BOARD. a BED ROOM #2 _ I L - - - - J_ _L _ -- ;� 1j"X I6"LOW 1 I > U HD 16010 OH DR LVL GIRDER UNDER - W O w -' DI 4' BEARING WALL = p W O o cn 9 - - - - - -- - -- - 0 cv (3) I " X Ib" LOw ® HD Iq o lz 5 1/4"x Ib"LVL HDR _ Z I■--( HD 14 '- '- (DLVL GIRDER a N BEARING HAL UNDER 16010 OH DR DI D/21 DI 1 W O 4 2015 IRG- 6242-1.8 (503.8) - _ _ _ _ _ VENTING 5Y5TEM TERMINATION LOCATION: 7 ry aHD _ - - - - - " "- - - 0 DI C-1.1 THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF ;- '- Iq 5 1/4 x Ib LVL HDR Zz HD v v 10,000 BTU PER HOUR(3W OR LE55 SHALL BE LOCATED AT LEAST D/21 D/21 1 ❑ 6"FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN 1 DI o DI DI ° a SEAT l 0 = APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT C-1.1 v v I v zo HD HD Li - OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH = J (2)2X10 HDA U F� VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT e 0 L F SEAT TERMINATION CLEARANCE.THE BOTTOM OF THE VENT TERMINAL AND HD HD (2)2XIOHDR o DI L - - - JL - - J DI o iv THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE = - _ _ _ _ _ (2)3 I6 TR _ _ _ N _ _ Z (" (2) 3a TR (2)3 50 DH ARt DI Iq A C @ T %•T L �8-" HD HT J CC7 DI CA6 C-6 C-7 4'-0" 4'-0" BEDROOM 2LINE OF UNIT 18 2015 IRG- 8312.2.1 4 0 4 0 L IN DWELLING UNITS,WERE THE TOP OF THE SILL OF AN OPERABLE 2'-6" b'-0" 2'-6" I.0 I6'-0" R.O. I'-6" 1'-4" I6'-0" R.O. 1-0 2'-6" b'-o" 2'-b" J r"w<< FRONT BAY � h WINDOW OPENING 15 LOCATED LE55 THAN 24'ABOVE THE FINISHED WALL BEYOND w 18'-4" cb l FLOOR AND GREATER THAN 12 ABOVE THE FINISHED GRADE OR 2'-b" 2'-b" 13'-0" I b-6 13-O' 2-6 2-6 OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE y OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 2'-0° 36'-8" 36'-4" 2'-0" iP, �C` yU " OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO CENTER LINE OF 2 3�'� /? .^I \ / PA55 THROUGH THE OPENING IN ITS LARGE5T OPENED POSITION. TOTAL L I Y I N6 AREA = 2,013 50. FT. 2 HOUR FIRE RATED TOTAL LIVING AREA = 21013 50. FT. FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F 2040 UNIT 18 FLOOR PLAN 1 RE515TANGE WALL UNIT 17 FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO II II II A55EMBLY RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY NOTA A : 2X12 FJ @ 16 0G. 1/4��=1'-0„ LIVING AREA= 1,589 5Q. FT. 1/411=11-0" LIVING AREA= 1,5gq 50. FT. U B NUMBER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE MODEL C (FESCUE) MODEL C (FESCUE) WINDOW UNIT TO LE55 THAN 5:t SQUARE FEET. GARAGE AREA= 3Tt SQ. FT. GARAGE AREA= 3Ti SQ. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORGH AREA= 250 50. FT. w 2016023 NOTE "5': EF =EXHAUST FAN: GENERAL GONTRAGTOR5 AND 5UBGONTRAGTOR5 TO REVIEW THE5E Q SHEET NUMBER NOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE 50 CFM INTERMITTENT OR NOTE "V": UNIT 18 UNIT 17 DUET CLUSTER AND TWO-FAMILY DWELLINGS,TOWNHOU5E5 STAIR MANUFACTURER TO MULTIPLE LVL GIRDER CONNECTIONS: GONSTRUGTION DOCUMENTS UPON RECEIPT FROM ARCHITECT AND = DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS f ALL DRYERS TO BE VENTED o- NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 APPLICABLE CODES AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT REPORT ANY AND ALL DISGREPANGIES INGLUDING ANY DIMENSIONAL ALL WINDOWS SHALL BE TRU55E5 W/ 12 MIN. HEEL BUILDINGS(CONDOS 4 GO-OPS)AND UNITS REPORT ANY ODES AND T s TO OUTSIDE AIR PER CODE Z PRIOR TO IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES MODEL C (MODEL C FLOC)R PLAN HEIGHTS (U.O.N.) @ 24" O.G. OFFERED FOR SALE IN THE IMMEDIATE T06ETHER W/ 1/2 BOLTS @ 2-0 O.G. 2 MIN G02 CARBON MONOXIDE ALL WASHER TO BE ANDERSEN 200 SERIES O = TEMPERED VICINITY OF BEDROOMS,ON THE LOWEST AND CONFLICTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO GONSTRUGTION. DO NOT SGALE DRAWIN65. DIMENSIONS SHALLARGHITECT PRIOR TO STAIR FROM TOP BOTTOM, 4 MIN. 4 FROM ENDS ) w C � 3 DESIGNED BY TRUSS ENGINEER GLAZING FLOOR LEVEL CONTAINING BEDROOMS. ®SD SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. w FABRICATION. COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 00 cf) Z C ' w ►'�1 E o = Z) o -' 11'-0" PL HT AFF. TTT— — — — — U I- -}�--�- - - - - - - - - - O L--I-f- `E-' U 1 o C.) 0 I I'-0" PL HT AFF. I�-On I I OR i I i y C-7 I I I 0 . �'' �, 1-p C A I I I I 11'-0" PL HT AFF. o N I I I C 7 C-6 CENTER LINE OF I I U a).5 (Lo 11'-0" PL HT AFF. I I ti I I 2 HOUR FIRE RATED I I I O < w � M A55EMBLYE WALL I I I I U _ `o N `�° I I I I I ❑ UM `° I o o I 1'-0 I M II'-O" PL HT AFF. 1 I 1 OH. I � I I I o = r- - - �_ II'-O" PL HT AFF. OH. FRAME - � OH. I _- - - - - III \\ // I I 1 � - _ - O 1111 L _ - � - - _ _ �-I IIII O TT IIII U IIII I I � � I I � IIII II 1 1 III I I II O Ln IIII TTS o Cn I I I i I it I 11 II I r Z � c)I 1 1 II I i III I I 11 I I _ JI I I � I ❑ r-� I-r _ � F_ -1 I 11 I I I I I 11 1 11 1 I I I w IL_ - I I I I I I I III I I 1 II I I I III I NO "R" I II 1 1 1rNNNNNNNNI r- - 1 I I III I z I t o 0o I -- I I 11 J I I 111' II I I III I� � II I I 1 IIII I I I I I I �- 1I � r I NOTE "R" I I _ III I I I _ II � 11 I I I �= JI Lro 0 1 I I III /J- - - - - - - - - -�\ II L - - 1- -1 � � I Q ENERGY I L_ - � � I'll IFI 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF ENERGY CODE AS L — J W w THEY APPLY TO ENERGY CODE ARE BEING FOL OWED L _J — — -1 / 2!ALL CONS RUC N L OMPLY WITH THE 2015 INTERNATIONAL ENERGY 1 1 — I I _ — ___ _ _ _ 1 III ( 0 CONSERVATION CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE I' + // \\ I 1 7 F_ �� — — � / III m [� PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY III I I I / I I I ( EFFICIENCY REQUIRED BY THIS CODE. III I I I 1 1 / I I ❑ Q [[ 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A / \� — — —I / 1)4 I'-4" 4 5'-0"( I 4 Y-10" ( I 4" I'-O" I5'-4" WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. CERTIFICATE SHALL COMPLY I 1 I I // I I I II OH. WITH IRC N1101.14. I I \ 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO LEVEL 1, 0,. 6" 15'-4" 1'-0" 4" I I 13'-10"� 4 i 15'-0'" 4 1'-4" I 1 ( r (4)2x6 P05T EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. OH. I [J - J L_ _ � I I I I INT BR61'R1N ROOF TRU55 GIRDER III [—I 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE v \ ___ - - - - -- I T_ I I I / / / / ; / r ,v i /ir i% / - - - - - - - - Q INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE 111 I (4)2xb P05T I I I I REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL I I I I � COMPONENTS AND VERIFY COMPLIANCE. Ill ROOF TRU55 GIRDER INT BR6 PRTN TUB RAIL III( I,,,_ ( , — III W `/ 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS — THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL BE CONDUCTED BY AN I I I © \ APPROVED THIRD PARTY. III RAIL T118' b,. b, b„ EF 4.. 15'-2" a IIII 0 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM �-- — — — - OPEN TO FOYER BELOW O OF R-8 AT 3' OR GREATER IN DIAMETER AND R-6 AT DUCTS LESS THAN 3" IN /� © 8'-0"GEILIN� 8'-0"CEILING I ® II III p DIAMETER. IIII 15'-2" 4" EF G,_b„ I BATH #3 LOFT RAIL D ON 5R 6A DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. OPEN TO FOYER BELOW " " 8.DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY 1111 050 8-0 CEILING 8-0GEILgNG b I 6 „ 4, „ 4 AN APPROVED THIRD PARTY. ON 158 RAIL I LOFT BATHS I < 3-2 8 6 0 9. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. i I b,. I „ 4" „ 4„ " b" I I e s I L - - - - - - b-0 4- 3-2 2 tr v1 I 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F DEGREES OR - - - - - - -- <55F -- N o I OH. <55F DEGREES SHALL BE INSULATED 1 '� I I ,Tbb� � / I I B WITH R-3 MINIMUM. C 6 4" 3'-0" bn 3'-2„ 4" I p I I I o C-6 H M II_ 00 o m of OH. r ll. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE IRC IMC I I I o Z \ I 3 ¢ N N N m r ( N N / A II 1 ` \ X66 5D® rL�b� � NNMrim � ri 12.EQUIPMENT SIZING PER ACCA MANUAL S, BASED ON LOAD CALCULATED PER ACC B I 1 8d4' 31 MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. 3 I I I I / / 5D ate' C-6 1 1� I 1 1 13.LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE - I I / HIGH-EFFICIENCY LAMPS. I 1 1 - I I ® / _ - _ -J 14.ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 I 1l I = s- T - C =� I-_ ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND INTERNATIONAL ENERGY � CONSERVATION CODE. R SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR I `- 1 — — — ��L_ — — — — — \ I 1 n „ S'-2" 4„ 2'-b" " 3'-O" b„— — — 1 a•� ) 1 I Z co rn co TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF - - x THE MECHANICAL, AIR CONDITIONING, VENTILATION, HEATING SYSTEMS (NEW, EXISTING OR I -,- r - Xb T o I - - - I I (2FLU5H 8'-0" ILING I J v I I ( I 111 O O O � 0 0Fn g z I UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR o I I C „ „ „ 4„ b' I17 I BEDR OM #5 I 1 I I I III > > > W > > a g 0 I µ, - - _6 3-0 6 2-6 8-2' 44- (2) 2"X8"1 I I 11 I I W W W w W W m c� c� BUILDING DEPARTMENT. I I i L — — — I 1 - I �n - I ( // i_ n III 1 -0" FILING FTuSH—� 1 71 / 1 I 11'-0" PL HT. 15.ADDMONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC 2015. I II I I I I 1 1 I BEDROOM #3 ( I 1 ( IA b„ I N I I = ` I-o UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH I 1 3'-0" II'-o" 3'-O" I I- - - - - - - - - - - - L -� OH. THIS CODE. II'-0" PL HT. III I I �\\ I I IN I i I �- - - - r -F ____ - -� T_ - - J N 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE WITH SECTIOMI N1103 OH. L — — — — — — — J — — — _ J 3'-p" I bn II'-0" b" 13'-0" 1 1 1 II CONTROL SYSTEMS. 1- - - -F �_- ___- _ - –I — — — — — II 17.ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN / I I / \ / \ `� III V-0" PL HT I I _p Z ACCORDANCE WITH TABLE 8402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP I I p= I I I I I I ® I 1 I w AND BOTTOM PLATE IMMEDIATELY PRIOR TO INSTALLING INTERIOR GYPSUIM WALL BOARD. ( I _ o� I I / \ / I 1 I ry V (2) 2X6 HDR 2)2X6 HD I I �- - } OH. I I / 8'-0" PL HT III I F_- O U o / m LOWER PL HT. j F^--�� Y - � III 3" 2 DH 3 2 DH I I I � �I.� F-�"1 = a 2015 IRG- 62427.3 (503.8) - I I 2X6 HD (2)2xb HDR VENTING 5Y5TEM TERMINATION LOCATION: -� I -4 D HT 1-4 D HT THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT III _ Z Q � U � OF 10,000 BTU PER HOUR(3KW)OR LE55 SHALL BE LOCATED AT LEAST LOWER PL HT. I ( I 4 1 - _ _ - _ _ _ _ - _ _ - I I OH. 6" FROM ANY AIR OPENING INTO A BUILDING,AND SUCH AN APPLIIANGE WITH I I I 305 DH 305 DH I (n Q O AN INPUT OVER 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER I'-6" I I I 7'-4" HD HT T-4" D HT I 1 I w " HOUR SHALL BE INSTALLED WITH A q INCH VENT TERMINATION CLEARANCE, OH. I _ _ _ _ _ - - -_ -_ - -- - - JII N q'-0" P HT AFF. 1 I 1 1 AND AN APPLIANCE WITH AN INPUT OVER 50,000 BTU PER HOUR SHALL HAVE - 8 I, b„ i I I I I ❑ AT LEAST A 12 INCH VENT TERMINATION GI FARANGE.THE BOTTOM OF THE VENT TERMINAL AND THE AIR INTAKE SHALL BE LOCATED AT LEAST 12" o o FRAME OR ABOVE GRADE. I I i i q'-0" PL HT AFF. OR L L -_ -r- _- _- - - _- _- _- - T - - -� 1 1'-6" T W-O" PL HT. } OH. 2'-4" 2'-4"7r -7o2'-4" 2'-41" 2'-4" 2'-4" 2'-4" 2'-4° ——��—_ I o z m L - - - Ir -- - - - - - - - - -,_ eo, Q 2015 IRG- 8312.2.1 II'-0" PL HT. L_6 T - - - - I ( o o ED IN DWELLING UNITS,WHERE THE TOP OF THE 51LL OF AN OPERABLE WINDOW _ ( L - - - - - - 1 _ " " " " " OPENING 15 LOCATED LESS THAN 24"ABOVE THE FINISHED FLOOR AND , o L - - - - 4 S 2-8 4-S 4 8 2-e 4-S - - I! WOOD ROOF TRUSS SPECIFICATIONS: 16-2" GABLE WIDTH Z INSTALL ICE 4 WATER SHIELD PER- NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO 6x6 P.T.P05T WITH bxb P.T.P05T WITH w MANUFACTURER'S SPECIFICATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED SIMPSON BG52-3/b POST 51MP50N BG52-3/6 P05T - _ GAP ANCHOR t 51MP50N - U PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. 16'-2"GABLE WIDTH GAP ANCHOR t 51MP50N 4 0 Z) ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING AB%b POST BASE OYP ABUbb P05T BASE(TYP O 4--d U NOTE- LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN "ALL GOL"5) -ALL GOLUMN5) _ _ 0 u � 5 APPLY ICE 4 WATER SHIELD IN FAIR WEATHER WHEN THE AIR, ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING 4 0 _ _ _ Z s AND MEMBRANE ARE AT TEMPERATURES OF 40°F (5°C) OR HIGHER. CODE. CENTERLINE OF 2 HR FIRE —(3)2XB-P.T:-GIRD z — D-0� O Q,� PRE-ENGINEERED ROOF C /A_� RE515TANGE RATED WALL q C I ' U 4� ,� cp �5E,PER TRL55 MAN)F 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE — — - ASSEMBLY CARRIED THRID C-6 C-7 ( I II'-O" PL HT. U > STRESS DESIGN: —D.CL— (34X8 P-.T.-6IRDEP_ I ATTIC TO UNDERSIDE OF I � I p o} D (EQUATION 16-8) 1 I ROOF SHTG:TYP I-0 ' .11 D q I'-0" c/) z - 51MP5oN 5TRON6-TIE D + L EQUATION 16-9 kD 12U 12 , I- y ( ) I '-0" PL HT. I � w OH. cel I � ( I OH. ZO ` c M MTS STRAPPING(LENGTHS VARY) D + S (EQUATION 16-10) I I 12 w (� A N, I 0 a o -0, v GONTINUOU5 WALL 5HEATHING TO D + .6W (EQUATION 16-12) I'-0" I q 12 '`° I, p„ m = M 4 TOP OF TRU55 HER - OH. q ~ OH. ❑ U D + 0.75 (.6W) + 0.75 S (EQUATION 16 13) I I N I „ " I M IX it-0PL HT. I No R i k HEEL HEIGHT VARIE5-5EE TRU55 DRANIN65 FOR D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = CL ACTUAL HEEL HEI&HT5 LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL HATCHED AREA INDICATES 4 o IX BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �I LOCATION OF FIRE RATED ROOF cpl NO "R" II-0 PL HT. 4 WALL 5HEATHING,4'-0"FROM II-O PL HT. I N OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND 2 I� SPEED (101 MPH BASIC DESIGN WIND SPEED) IN NI ALIGN FASCIAS Ip (- -�= F- J EXPOSURE CATEGORY B. x, I - II'-0" PL HT. �- 12 I N _ FRAME , _ Z I`I I L - - - - - - - — -) ip ALIGN FASCIAS C 1.1 OH. //j j j// o O_ VARIES� ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: _ \ 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 I _ GUTTER PSF, BCLL=1 OPSF, AND BCDL = 10 PSF. PROVIDE � '/ // j//� /%%, / I � - - c j 2 ADDITIONAL 25PLF TCDL O. AREAS OF TRUSSES THAT ARE ,// / // / / 8'FASCIA BD - �-4 NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. - - - � Z // / ,/ � //j// /, 12 ~ 12 OU EE //// // // //� q q TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD DEFLECTION OF THE LESSER OF L/360 OR .75° O 12 z 12F- TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO q (— q //jj//j /j/// / Gs O VENTED VINYL SOFF ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE FOLLOWING INFORMATION: ca v� I I /// 1 / / � v �/ /// /// // TRAY GEIL. IN .BEARING 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. W�LL BELOW 2. LOCATION OF ALL JOINTS. 3. REQUIRED BEARING WIDTHS. J INT.BEAR( I6 TRAY GEIL. �'. //j/ ///j// ( OH. LEADER TO DRYWELL- TY 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. (- � WALL BEL�W /j%//j/ /j//jj ' ® No R 4.2. TOP CHORD DEAD LOAD. " 1� 4.3. BOTTOM CHORD LIVE LOAD. b" IL °° - - �--� 4.4. BOTTOM CHORD DEAD LOAD. OR 4.5. CONCENTRATED LOADS AND THEIR POINTS OF NOTE "R" I APPLICATION. I °O / // // �� J F_ 4.6. CONTROLLING WIND LOADS. I I j j///j/ /j/ �j// I � 1 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR L- I I — — 1 DESIGN VALUES FOR CONDITIONS OF USE. / / / /DETAILL L � �-- z 6. EACH REACTION FORCE AND .DIRECTION. 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, NOT TO SCALE THICKNESS OR GAGE AND THE DIMENSIONED LOCATION / //xj/ // / �`q O C- 5 _OF EACH JOINT CONNECTOR EXCEPT WHERE � I — / / � //�/��/- SYMMETRICALLY (III � NOTE- LOCATED RELATIVE TO JOINT INTERFACE.A GALVANIZED STEEL 20 �ll �G - - - - � � � �i�t�C Ir/ NT GA MIN THICKNESS GRADE INSTALL HALF OF PA5TENER5® EACH o PLATES. (3) 2X6 P05T F 0 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH //j /// // TRU55 RIDGE W/VEN END OF STRAP / // INT.BEARING Q a o MEMBER. I I 3, // // /� WALL BELOW ROOF TRU55 GIRDER c j o 9. CONNECTION REQUIREMENTS FOR TRUSS TO III — — -- G- / % �� '' - /I�/0/�//I// / /�/��I�l - - - - - - - -- GIRDER-TRUSS, GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD (3) 2X6 P05T I / INT.BEARING i////// / - Z ® SPLICES. U55 RIDGE W/VEINT / WALL BELOW , / /i \I I w ® 10. DEFLECTION RATIO FOR LIVE AND TOTAL LOAD. II ROOF TRU55 61PDER , // III , II O PL HT. ®®ems ° 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS - ��// i? � � / / - - -/ �I�1J55 RID W/VENT III G MEMBERS. I / / //' ' // / III � 12 I - O 12. REQUIRED PERMANENT TRUSS MEMBER BRACING II=o PL HT. , III \\ // / / I I III y q ' Q o ° ° -TE� LOCATIONS. Q III TRU55 RI 6E W/V��11 _ _ -Z _ ° Oil O° 1 12* TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH , q J�� j/// x /j I I I 71- OH. ° ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND ,� III I ( / / I I I I (3) 2X6 P05T SIMPSON5TRON6-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD — MT55TRAPPIN6 TRUSSES SHALL COMPLY WITH ANSI TPI 1. THE TRUSS OH. I4-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY (3) 2X6 P05T (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. - - - - - - - cv , 0 w ,I * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, �AoTR" h� II I / � - - - - -� '- -IN USE IN COMBINATION ONLY DETAIL 2 OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I"6 111- - - - SII // / 7�/ - - - - I Q _ I � - Q N N N M m ( N N �/ // / I— — - �1 Ii.�:?:ii._..ra. ..,.. :.I— N O CJ r N N M M CO M * RI OR I„ I cv - - - - - - - I I B,. \ /� / / / I— - - -1�I 0 _ - 6 RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. hl- - - - � // �� \ � _ - I ., I WHEN STUDS AND�RAFTER5 TRUSSES SHALL BE FAB CATED IN ACCORDANCE WITH 2 O `� hl— - - - _ - - - - J 6 / / I LL I o C-6 THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT I I 1 , r ' �� / j/ ,I �� ( L - - - �I� \ DO NOT ALIGN NOT TO SCALE C- 5 o N� �I ^_ -� o / f WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING B o L_ - - // // / C-6 I 1 ? ASSEMBLY TO INSURE TIGHT FITTING JOINTS. C-6 I ,� I I z 1 = I; / / // , IL - - - - _ _ _j II * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER Q , I �!L_ - - - -J I s5 r / / J� ALIGN WI7FI TOP- - ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. 'v I II N i NL // y�// // -I r THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND r- - - - I rT Z //� //// CHORDS OF I I I - - - -I� w - L- O cn o I::::: : II I tt �I. / // .1 ROOF TRUSSES f1 z cn cn METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR - NL , L - - - - -_ -_ �/ ///° / /'� ( _ _ 11 �' T �� z z z o z z z cn w h� - - -_ i r / (c— W oo Za-SHALL ENSURE THAT ADEQUATE BRACING HAS BEENcn cn cn Q cn cn g dDESIGNED AND INSTALLED TO PREVENT ROTATION AND - — I I I / y "' - - - `n - = w w w w wagPROVIDE LATERAL STABILITY IN ACCORDANCE WITH T IALIGN WITH TOP ALIGN WITH TOP / // I I , o o w m v v ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA I I Q Q, - - - GHOPD5 OF CHORDS OF I/ /j j L j j v I "R I bxb P.T.P05T W1TH co SIDEWALL ABOVE o I� - - - 1 I ROOF TRUSSES ROOF TRU55E5 / / / ./ / ,- „ BUILDING COMPONENT SAFETY INFORMATION (BCS() GUIDE n I L _ �, I ✓ / 5-8 I 5 8 , I I I o 51MP50N BG52-3/6 N LOWER ROOF I TO GOOD PRACTICE FOR HANDLING, INSTALLING & o= I I /j I I OR P05T GAP ANCHOR o INT.BEARING BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. - I NOTE " 1 I / , , I I J� WALL BELOW 4 51MP50N ABJ66 - * bxb P.T.P05T WITH sP05T BASE(TYP- '- PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS 51MP50N BG52-3/6 I'-o" I I s I 1 5'-8" I' b" 5'-8" C X/�1 1 �" I / / / T7/7/F/ 2 HR FIREWALL BELOW ROOF - OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN P05T GAP ANCHOR OH. I INT.BEARING I I / / 7 jj I H. ® — — (� ALL COLUMN5) NOTE: INTER5EGTIN6 ROOFS I I ON TRUSS DRAWINGS. 4 51MP50N AB)66 WALL BELOW I '� // / '� // I WEAVE ROOF 5HIN6L.E5 AT I I CARRY TO UNDERSIDE OF * ED I J i I �/ /// /f INTERSECTION OVER ICE SHIELD I I I HI6HE5T ROOF SHEATHING - TRUSS MEMBERS SHALL NOT BE CUT, NOTCH POST BASE(TYP- L- �,, , /�// �' bh I / I' 1 NOTE "R" ° II'-O" PL HT. Z DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY ALL G,pLllyS) p / //j / / /j/ , I »N I I w U MEMBRANE - CARRY MEMBRANE MIN. 24"I I WITHOUT THE APPROVAL OF A REGISTERED DESIGN ®' I f / OUT IN ALL DIRECTIONS OF I I I I N PROFESSIONAL. _ _ °on I I ,// / //� 12 12 12 12 I * II'-0" PL HT. o " _ / //� / /// I2 -12 12 I I IOR Q m INTERSECTION I I I L THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS _ NOTE R I I �� / �j/ = I W Z AND METHODS OF ERECTING THE TRUSSES. THE -� I / // �c_v I I 1 12 12 12 12 / / / l z o > Z I Lu Q CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY I-0 / — — Q v ui 112 X 12 12 � �I // / "' /// _ 8 9 PL HT H w o W< I I w� BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE OH. - I // / '///'' ' Z (S)D- I I I INSTILLATION OF THE TRUSSES. I I (4L = L ,/ / // / . o 'z o ROOF TRU55 o z I - _ / /// / ////////, I 12 12 I U LN I I I I I 8'-q" PL HT I _= z 116 - !'� //// / j j g'/ PL HT ® I q a W v � / 1 I I I HIP RAFTER, I q 12 12 I 51MP50N HGP HIP 5EE PLAN �- I I CORNER TIE I = _ _ _ - _ / / // //�j/ so II'-0" PL HT. �� Sy/A OH. " w 51DEWALL ABOVE LOWER �" NIG NOTE R ROOF oH. a sso �/j///// FRAME 9'-0" PL HT. OH. — — — 0 m ° J y/ 11'-0" PL HT. / //// oH. -� z w I ° ° NOTE "R" I' b" II'-O" PL HT. _% — — — _ II'-0" PL HT. Z q N --�TT� —_ cV U' (A W � . ( ` . .. . .. ... 11'-0" PL HT. o= o I I'-O" PL HT. I o Q K c�, � F, � 1z o CENTERLINE OF 2 HR FIRE A C RE515TANGE RATED WALL ti EXTERIOR WALL UNIT 18UNIT 17 DETAIL 4I ASSEMBLY CARRIED THRU ROOF WEAVE3 )P� A ATTIC TO UNDERSIDE OF TOP PEAT HIP MODEL C FESCUE ROOF5HT6:TYP MODEL C (FESCUE) DETAIL NOT TO SCALE C- 5 CONNECTION C- 5 y J 'NUMBER 1 6UTTER5 4 LEADERS NOITE R: w 016023 INSTALL ICE AND UNIT 18 UNIT 17 DUET CLUSTER.ALL 5UTTER5 $ LEADERS 5HALL BE BAKED WHITE ALUMINUM .032 NOTE 0: NOTE 5: PR.E-ENGINEERED ROOF v)WATER SHIELD PER PRE-ENGINEERED 5G1550R TRlU55E5 wr 12 MIN. HEEL ROOF PLANSHEET NUMBER MIN. GAUGE, GUTTERS 5HALL BE 5 SEAMLESS, 0.6. STYLE W/ ALL PRE-ENGINEERED OVERLAY MANUFACTURE'S � RELATED REQUIRED AG6E550RIE5. LEADERS SHALL BE MIN. ROOF TRUSSES ® 24" O.G. ROOF TRU55E5 24" O.G. HEIIGHTS (U.O.N.) 24" O.G. M DEL R OF PLANSPEGIFIGATIONS TO (MODEL (�') O �1 O z 2x3 .027 GAUGE W/ CLIPS � ANCHORS. CAULK � SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 ENGINEER DESIGNED BY TRU55 1/4 =1 -0 1... I c� JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. RECEPTORS WARRANTY EN161NEER w 8" ABOVE GRADE TO RECEIVE LEADERS (GL05ED GAP DESIGN). 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#1 48" MIN 48" MIN U) D E S I Gam\\•I4 �\\4I®o U 3 3 6 GORE SECTION 106.6-EXCEPTION 4: LLJ 1 V 1 V 2 HOUR FIRE RATED RE515TANGE WALL ASSEMBLY MAY TERMINATE OPTION#2 SECURE ROOF SHEATHING TO G-RUNNER TRACK Z AT UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED CODE SECTION 106b-EXCEPTION 4: „ w rL-I E 2 G-RUNNER TRAGK2 -CAULK FOR � o 5HEATHIN6 15 IN5TALLED FOR A D15TANGE OF 4'-O"ON BOTH 51DE5 2 HOUR FIRE RATED RE515TANGE OPTION#I WALL RATING - 2 HR. � SMOKE TIGHT JOINT OVER � FINISH RATING - 120 MILT. OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY THE UNDERSDE OFROOF NOLY NNATE AT -RATED METAL EDGE FLA5HIN6O OPTION#2 i STC RATING - 61 (SEE ITEM 7) 48 48" 5HEATHING PROVIDED THE ROOF 15 o U PROTECTED WITH 5/S"TYPE "X11 SECURE WALL SHEATHING TO Gz 0- GYPSUM BOARD DIRECTLY BENEATH -RUNNER TRACK TYPICAL ROOFING O w THE UNDERSIDE OF ROOF 5HEATHIN6 ROOF TRU55 �� =3u) 2 AND 15 SUPPORTED BY 2 LEDGERS ATTACHED To THE 51DE5 OF ROOF RAKE BOARD-TVP •►� N o N r+n� FRAMIN6 FOR A MINIMUM OF - - - �- - DISTANCE OF 4-0 ON BOTH SIDES -----_--_-- --- - f 2' H STUD TRACK AN „ _ _ _ cA - ^ / -_^• >-'• G U K FOR SMOKE TI H OF 2 HOUR FIRE RATED RE515TANGE x x i CLU) - rn OPTION #2 TYPIGAL 510ING - T T--- - z U ca f�f �''', •`� �� ~\ JOINT OVER WALL A55EMBLY.ALLOW NO L OU Q w m M \ ; I 4'-O"OF HIDDEN METAL FLASHING o " '� i............,.,.,.,�+... �......... ,, ROOF USSES® 24 O.G. u, OPENINGS IN ROOF WITHIN 2 s ••-• ••• :! 2 TUDS CONTINUED TO UN IDE L I VERTICALLY 12 HORIZONTALLY eo n�................,._......,.., ......,,...,.....,.,�,.�,..,�-. r-- ,. .,... .v.. .. F 5HEATHING A55EMBLY EACH 510E MINIMUM2 ° U conµ ......---............__,n..._...... w ..._....._.......... - ._..._ �.-. .._ O ROOF HOUR FIRE RATED RESISTANCE HALL i J _...... . .. ---....... .. . .��1�,...... ..... . -- " Y. . . ...______i�t_:. . ......_ GLA55 B ROOF SHINGLE TO BE 7NA 2x4 I F06ER5 W/ cM�o AI SPACE EA. SID OPT.#2(TTP) ►=' , ,S�::. ".. ,y=.,� \ �`1 INSTALLED „ „ „ r=�^ ;. `S 1 :: :--...--- ..::^Sw .. ... ... .-,-_r„: --_..........:-- _. Lam: ..:----. .......•...._�: ��_.._.. =i 2x2 x2 y LONGCL Xr-- 1 .063 USG ALUMINUM ?WW X=N J am� XREATED PLYWOOD 5HTC, `� BREAKAWAY GLIP5 OUT, IF LOWER ROOF 15 SECURE ROOF ..---.._......... 3!411 AIR SPA r: �# 3YP. BD. OR MINERAL 0"BELOW HIGHER ROOFWOOL FIRE BLOGKI 5HEATHING TO TRUSFING CONFIGURATION J: i 3 I/2' (R-13) BATT ASW CLIPS OR -O(v3 U� - � - .063 U56 ALUMINUM z ALUM ANGLE CLIPS -- ------- BREAKAWAY GLI O F=�€i OSEDT()F'IRF FROM AREA S;�.I',hIL�.� JQN, WATT.SMI:QN-]3 Y' �--------- F4XJT ---..............._---. . - _,_....-------.............._......__:..._.._..- xLx L F- AIR SPACE11 ;r DOUBLE H-STUD TRAGK I"AIR SPACE I" AIR SPACE f4`, %"~ 5GREWED BAGK TO BACK „ < *^^� S , �'-'\. j (2) PIEGE5 G.P.T GK I FIREGUARD TYPE "X"5HAFTLINER TER PROOF 1/2"GYP.BD (/) \ r DOUBLE H-STUD INI5H ON BOTH - �� www----w.h...-,,,,, :..,...y BACK TO BACK TRA GYP. BOARD OR MD ERAL -...:,....._�ww_..-.w.......www . ...........-- - ---........s.-�;- b .r _.- .,,: ...... ... G D FILL I" CAVI BOARDS I^U FIBERG F �T•„...r.... ,. r , 51DE5 AND EDGES - GEILIN6 W/ WOOL FIRE BLOCKING I" AIR SPACE Ln 41% .................................................. .. .. ........ .=�........'. r-----_ (2) PIEGE5 6.P. TOU6HROGK I" 2" H-STUD TRACK ILL „ „ INE FIREGUARD TYPE X SHAF , -_. _........ __. - _�...�_._......_.. __........_ TL R �: ' ^` , �. WATER PROOF BOARDS W/ r ? - : ��, - .ti -� ti 2x4 P.T. SILL PLATE , -.< � � �• t.=,--..a �_,:�{ I FIBERGLASS FINISH ON BOTH SIDES '' ~, ~~ ,``f'~ nl AND EDC L F T r _ _ _-- --......... - .-..:.... ..........: ..__..... n,n.n, F I RST FLOOR 3:'4" AIR SPAt` ; �;,; ``, `'•,` �`� 4.1 T - - - - - - ............... 3�' 3/ $6 05B r ;., SUBFLOOR - GLUED d 1� r'} ' '"'`• RIM JOIST PER FLR JOIST MANUF. OPTION#1 5GREWED - RUN _ CODE SECTION 106.6-EXCEPTION 4: CONTINUOUS BETWEEN `` -----JOISTS PER PILAN FILL I"CAVITY AT FLOORS AND GEILIN6 W/ ROOF TRU55 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY MAY I� 4�JE�1J i.�R1 .' 'JOl�r F_ PLATES AT EXTERIOR GYP.BOARD OR MINERAL WOOL FIRE TERMINATE AT UNDERSIDE ROOF 5HEATHING IF FIRE RETARDANT WALL (2) 2x4 P.T.SILL PLATE BLOCKING 063 USG ALUMINUM TREATED SHEATHING IS INSTALLED FOR A DISTANCE OF 4'-0" ON ) XI`(}SIF.)T{.3 ��'NR �•;itOM �i fT�E�R_:��€�lr BREAKAWAY CLIPS BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY n .�; X14" :j'4" (R-I3)CLOSED CELL SPRAY FOAM INSUL Hiti"ll ANCHOR BOLTS (14" LONG + OPTION#2 AIR 5(Tr�,('; +.w.�; I..,,, AIR SI'AC. ......••..•....'; ;� �Y I•• -- - AIR SPACE ALONG IN51DE FAGE OF FIND.WALLS-FU�HT ,-�',,' ° ,'; 3HOOK,8" MIN EMBEDMENT) OROR DRAPED BLANKET INSULATIONCODE SECTION 106.6-EXCEPTION 4: E•••� ! Y l`.,,' a ADHESIVE ANCHORS w 3X3 X�4 2 HR FIRE RESISTANCE 2 HOUR FIRE RATED RESISTANCE A55EMBLY MAY TERMINATE AT m WALL v TE r ^ "`'y"-'--'-'•' '"'* • •� •.'• •• ® 24 0/G. THE UNDERSIDE OF ROOF NON RATED SHEATHING PROVIDED THE RODF V J r , , . : \:.� '•.,, f '/'. (1) #4 HORIZ.REBAR :• ° . '; ! THE UNDERSIDE OF ROOF SHEATHING,AND I5 5UPPORTED BY 2" 15 PROTECTED WITH 5/S" TYPE "X"GYPSUM BOARD DIRECTLY BENEATH O " RATED WALL ASSEMBLY DETAIL ° w t ,�;�'; ;' ,w-• ; �,•,`, Pi (1)#4 HORIZ.REBAR® MID BASEMENT 4 LEDGERS ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM G %% ''•' ' -'% HEIGHT OF WALL STORY ;"-: OF D15TANGE OF 4'-0"ON BOTH SIDES OF 2 HOUR FIRE RATED SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS F RESISTANCE WALL A55EMBLY.ALLOW I NO OPENINGS IN ROOF WITHIN 4'-0"OF 2 HOUR FIRE RATED RE515TANGE WALL A55EMBLY EAGH '�• .\ .y l l i i •> i ..a• y..?r N.T.S. •?'' i'r �,`�,~```.ti, �`,` "�•• r, y i ' 12" FOUNDATION WALL ON 24"x12" TYPICAL BASEMENT SLAB SIDE.MINIMUM GLA55 B ROOF SHINGLE TO BE INSTALLED. _ ; ;,, ;,-•`` P.G. FOOTIN6 " ° .; 4 P.G.SLAB(MIN.2500 P51 Y 'ti -,- °° D06 MIL.POLYETNELENE Q Le::':..` "'i�Lf£_('kyr+• ",�y ,,.,4,,l., 3 ~'�,." .:.1 # STG RTINC �j +, t, �'•` a`` _f't VAPOR BARRIER_ OPTION#I ~ I z ,.`4 :� ti , { i � ;� ,... Q5SK DEN51 ( IRE RESISTANT - f d 'TAMP E FILL TO TY CODE SECTION 106 6 EXCEPTION 4:USG BROCHURE 5A100 FOPTION#2 U `\, f %1 •i : `� ? .ti , ti,�{ aft= ,r: �+ : ° 2 HOUR FIRE RATED RESISTANCE WALL ASSEMBLY MAY TERMINATE AT z t' fry %� i -+ `--•y,;' , '•,.`� i �i' ,f�:i i .....-{ i ° ° e A55EMBLIE5) z ° ° ° UNDERSIDE ROOF SHEATHING IF FIRE RETARDANT TREATED SHEATHING GODS SECTION 10b.6-EXCEPTION 4: w :. ~' s '.`•ti r,- ► ., �• r 1�4 -" a ° PAGE 22 (AREA SEPARATION WALL 15 IN5TALLED FOR A D15TANGE OF 4'-0"ON BOTH SIDES OF 2 HOUR r' 2 HOUR FIRE RATED RE515TANGE d a ° SYSTEMS) FIRE RATED RESISTANCE WALL A55EMBLY `L- i A55EMBLY MAY TERMINATE AT Z) aakgiQ TEST#UL DE5 U541 WALL ° THE UNDER5I0E OF ROOF NON-RATED O 4b 4b 5HEATHIN6 PROVIDED THE ROOF 15 HORIZONTAL #4 ° ACOUSTICAL PERFORMANCE = 5TG 60 PROTECTED WITH 5/S"' TYPE "X" 4 ° TEST#RAL-TL-bb-350 GYPSUM BOARD DIRECTLY BENEATH ° BASED ON 2x4 FRAME WITH MIN. 3 THE UNDERSIDE OF ROOF SHEATHING ° MINERAL WOOL BATT AT EACH SIDE Exx SEPARATION WALL: (Max Height - 66 ft) d AND G SUPPORTED 1D 2"LEDGERS g SECTION 1201.2 OF 2015 IBC- WALLS, ATTAINED TO THE MINIMUM OF ROOF 2 HR FIRE RESISTANCE FRAMING FOR A MINIMUM OF I. Floor, Intermediate or Top Wall -- 2 in. wide Channel Shaped with I in. long legs formed from No. 25 MSG galy steel, secured with suitable PARTITIONS AND FLOOR/GEILIN6 2' H STUD TRACK AN DISTANCE OF 4'-0"ON BOTH SIDES ASSEMBLIES SEPARATING DWELLING G U K POR SMOKE TI H OPTION #2 OF 2 HOUR FIRE RATED RE515TANGE fasteners Spaced 24 in. OG. RATED WALL ASSEMBLY DETAIL I UNITS FROM EACH OTHER OR FROM J I T OVER ' WALL A55EMBLY.ALLOW NO 2. Metal 5tud5 -- Steel members formed from No. 25 M56 olv steel having "H" -5ha ed flan ed s aced 24 in. OG; overall depth 2 in. and PUBLIC OR SERVICE AREAS SHALL HAVE 2 TUD5 CONTINUED TO U IDE ROOF 55E5® 24" O.G. OPENING-5 IN ROOF WITHIN 4'-0" OF 2 g g P g P P FW2 HOUR FIRE RATED RE515TANGE HALL co N.T.S. SEE GLUSTER FOUNDATION PLANS FOR LOCATIONS A STG OF 50 OR MORE. OF SHEATHING � � o ,� 7 ,- � � flange width 1-3/8 in. A55EMBLY EACH 51DE.MINIMUM -_ I" Al SPACE EA. SID CLA55 B ROOF 5HIN&LE TO BE o N N M M 0 r CO IN 3. Gypsum Board Two layers of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted USG AREA SEPARATION WALL SYSTEM UL#U336; PROVIDED 5TG=60 into "H" -shaped studs. TEST#RAL-TL-88-350; STC = 60 IN5TALLED. G6G ING -- Type 5LX. TYPICAL FRAME WALLS (2) PIECES G.P.TOUGHROGK I" UNITED STATES 6YP5UM GO -- Type 5LX FIREGUARD TYPE "x" 5HAFTLINER, GYP. BD. OR MINERAL U56 MEXICO 5 A DE G V -- Type 5LX. UNRATED WATER PROOF BOARDS W/ WOOL FIRE BLOGKI 16 WINDOW FIBERGLAS5 FIN15H ON BOTH 51DE5 AND ED61E5 ASW CLIPS OR -1 USCF z 0 cn X PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o 0 0 ° o o Z N 2 HOUR FIRE RATED RESISTANCE " a o � F5F5Q � � gZa AIR SPACE > - - a 4. Wood Studs -- Nom 2 by 4 in. max spacing 24 in. OG. Studs cro55 braced at mid-height where nece55ary for clip attachment. Min 3/4 in. WALL A55EMBLY SHOWN HATCHED DOUBLE H-STUD TRACK w W w W w se oration between wood framing and fire se oration wall. 5GREWED BACK TO BACK � � � w � p g p lobs HORIIZONTAL GONTINUITYI C/� 4A. Steel Studs -- (AS an alternate to Item 4, not shown) -- For Bearing Wali Rating - Gorro5lon protected steel studs, min No. 20 M56 FIRE KAU55HALLBE GONTIi JOU FROM DOUBLE H-5TUD TRACK 5GREWED FILL I GAVITY AT FLOORS AND N EXTERIOR IWALL TO EXTERIOR WALL BACK TO BACK GEILIN6 w/GYP.BOARD OR MINERAL (0.032q in., min bare metal thickness) steel or min 3- 1/2 in. wide, min No. 20 656 (0.036 in. thick) poly steel or No. 20 M56 (0.033 in. thick) WOOL FIRE BLOCKING W ~ N rimed 5tel cold formed, shall be de5i ned in accordance with the current edition of the 5 ecification for the De51 n of Gold-Formed Steel w I" AIR SPACE p g p g STG RA�TINO Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including HINDOwD 2" H-STUD TRACK the axial design load of the studs, shall be as specified by the Steel stud designer and/or producer, and shall meet the requirements of all GORE SECTION 706.5 EXCEPTION #2 FIREGUARD TYPEX" SHAFTLINER, - U56 BROCHURE SAI00 (FIRE RESISTANT a livable local code a envies. The max stud 5 acin of wall assemblies shall not exceed 24 in. OG. Studs attached to floor and ceiling UNSPRINKLERED BUILDINGS: 2x4 P.T. SILL PLATE ASSEMBLIES) z w FIRE RETARDANT TREATED WATER PROOF BOARDS W/ GARAGE PAGE 22 (AREA SEPARATION WALL w trac ks 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 5HEATHING TO EXTEND 4'-O" ON FIBER6LA55 FINISH ON BOTH SIDES SYSTEMS) wCJ =6CODE SECTION 106.5 EXCEPTION #3 AND E06E5 UNEXCAVATED TYPICAL i A151 specifications. Top and bottom tracks shall consist Of steel members, min No. 20 MSG (0.032q in., min bare metal thickness) steel or min BOTH SIDES OF 2 HOUR FIRE RATED BUILDINGS EQUIPPED W/ NFPA 13 OR = GARAGE SLAB TEST#UL DES U541 p U m No. 20 656 (0.036 in. thick) olv steel or No. 20 M56 (0.033 in. thick) rimed steel that provide a sound structural connection between RESISTANCE WALL ASSEMBLY AND o g p p NFPA 15R SPRINKLER: *4'PG.SLAB(MIN.3500 PSI GONG) w ~J Y OFFSET WALL ACOUSTICAL PERFORMANCE = STG 60 ] r� steel 5tud5, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel FIRE RETARDANT TREATED SHEATHING ° IJ I REINFORGEDWITHbxb,10/IO W.W.M. w W w fasteners s aced not greater than 24 in. O.G. Studs cross-braced with stud framing at midhei ht where nece55ar for clip attachment. Min AT 2 HOUR FIRE RATED RE515TANGE { a ° 'TAMP d FILL TO 95SK DENSITY TEST#RAL-TL-88-350 0 Q p g g g y p 4-0 MIN. 4-0 MIN. (1)#4 HORIZ.REBAR ° 'SLOPE 6ARACE SLAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" z U o 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs. WALL A55EMBLY END 8" WIDE x FULL TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE 0 [-i 4B Steel 5tud5 -- A5 an alternate to Items 4 and 4A for use in Configuration B only, not shown) -- For Nonbeorin Wall Rating Ghonnel 2 HR FIRE RESISTANCE HEIGHT OF 2 HOUR FIRE RATED a SECTION 1201.2 OF 2015 IBC- WALLS, w 4 9 y, g 9 RESISTANCE WALL ASSEMBLY a PARTITIONS AND FLOOR/CEILIN6 w 1--1 shaped, fabricated from min 25 M56 corrosion-protected steel, min 3-1/2 in. wide, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 _ 0 in. OG. 5tud5 to be. cut 3/8 to 3/4 in. less than assembly height. Top and bottom tracks Shall be, channel shaped, fabricated from min 25 MSG ASSEMBLIES SEPARATING DWELLING UNITS - t accommodate stud size with min I in. Ion leg5, attached to floor and ceiling with fasteners 24 in. OG RATED WALL ASSEMBLY DETAIL 2 � ° FROM EACH OTHER OR FROM PUBLIC OR ❑ w corrosion protected steel, min width o g g , g ° SERVICE AREAS SHALL HAVE A 5TG of 50 max. Studs cro55-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. Separation between steel framing and N.T.S. OFF-SET EXTERIOR WAILLS F a OR MORE. J all area separation wall. Finish rating has not been evaluated for Steel Studs. ° _ (1)#4 HORIZ.REBAR® MID PROVIDED STG-60 � � � 5. Gypsum Board -- Glas5lfled or Unclassified -- Min 1/2 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached t0 TYPICAL FRAME WALLS -2 HOUR FIRE RATED HEIGHT OF WALL 5TORY 9"m ANCHOR BOLTS(14" RESISTANCE WALL A55EMBLY ° Z LONG + 3" HOOK,8" MIN w studs with 1-1/4 in. long steel drywall nails spaced 8 in. OG. Vertical joints located over studs. (Optional) Joints covered with paper tape and � I--� joint compound. Nail heads covered with joint compound. SHOWN HATCHED ° Q EMBEDMENT) OR ADHESIVE z I NOTE: UL #336 EXCEEDS CURRENT FIRE CODE LD o L l__ o cvn j ANCHORS W/3„�„X}�' -, .... . .. .... . .. . 6. Attachment Glip5 -- Aluminum angle, 0.063 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. GIip5 secured with Type 5 screws 3/8 in. long to UNIT UNIT 12" FOUNDATION WALL ON 24"x12" WASHER PL ® "X o444/G. STANDARDS AND REDUCES SOUND TRANSFER cn D A "H" 5tud5 and with Type W screws 1-1/4 in. Ion to wood framing through holes provided in clip. UNRATED WINDOWS P.G. FOOTING BETWEEN UNITS w -�A. yp g g g P P ` " t ��r C. 6A. Clipplacement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OG vertically between wood framing and "HI' AND DOORS ° . ��; A y � studs. p _ a 6B. Clipplacement (Item 6) for se oration walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area ' P p - - below requires clips spaced a max 5 ft OG vertically between wood framing and "H" studs. L� - - ° k 6G. Clipplacement (Item 6) for 5e oration walls u to 66 ft high: Space cli 5 as described in Item 6A for upper 24 ft. Space, cli 5 a5 HORIZONTAL #4 „ r` `y P P P 9 p P Pp p P ° I �. • mot.,•:^•o �o 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 a ° 11 8UNRATED 51 D I NO (TYP) ° ° between wood framing and H studs. 7. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long ° CODE SECTION 106.5 EXCEPTION #3 4'-0" MIN. 4'-0" MIIN. ° B NUMBER 10d nails spaced a max. 16 in. OG. vertically onld fastened to one side of the minimum 2 by 4 in. Stud with 3 in. long IOd nails spaced a max 16 BUILDINGS EQUIPPED W/NFPA I3 OR N A 13R SPRINKLER: UNITS 1 8 in. OG. vertically. between artitiorn wood studs to be flush with the 2 b 4 in, studs. The wall partition wood studs are to be GORE SECTION BUIL EXCEPTION #2 2 HR FIRE RESISTANCE 2016023 _ y p y P FIRE RETARDANT TREATED SHEATHING AT 2 HOUR FIRE RATED UNSPRINKILERED BUILDINGS: framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall RE515TANGE WALL A55EMBLY END S" WIDE x FULL HEIGHT OF FIREWALL FIRE RETARDANT TREATED 5HEATHIN6 TO EXTEND 4'-0" w partition intersection per stud cavity. Non-bearing wall partition stud depth shall be, at a minimum equal to the depth Of the wall. ON BOTH SIDES OF 2 HOUR FIRE RATED RESISTANCE RATED WALL ASSEMBLY DETAIL 5 C & Q SHEET NUMBER 2 HR FIRE RESISTANCE WALL ASSEMBLY (MODEL _ Bearing the UL Classification Mark N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FI"� �- RATED WALL ASSEMBLY DETAIL 3 USG AREA SEPARATION WALL SYSTEM UL# U336; 17 (MODEL C 'FW� 2 z Last Updated on 2010-10-21 Fw2 N.T.S. AT FLUSH CONDITION TEST#RAL-TL-88-3 50; STC = GO o COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED