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HomeMy WebLinkAbout47665-Z `o�SufFOik�oG Town of Southold 11/17/2022 P.O.Box 1179 53095 Main Rd 5�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43620 Date: 11/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 46 Millstone Ln Unit 23, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.1-1-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/8/2018 pursuant to which Building Permit No. 47665 dated 4/11/2022 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: single family dwelling with unfinished basement covered porch screened porch and attached garage as applied for Unit 23 The certificate is issued to Rimor Development LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0077 1/16/2019 ELECTRICAL CERTIFICATE NO. 47765 9/24/2018 PLUMBERS CERTIFICATION DATED 11/10/2022 All SjjffdR Plurikbing Contra ors Inc A o 'ze 'gnature o�s�y fF a' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD,.NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47665 Date: 4/11/2022 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 I � To: Construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#23, B-2 model) Replaces BP#44906. At premises located at: 46 Millstone Ln Unit 23, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-23 Pursuant to application dated 4/11/2022 and approved by the Building Inspector. To expire on 10/11/2023. Fees: PERMIT RENEWAL $980.80 Total: $980.80 Building Inspector ��o�osuFFot TOWN OF SOUTHOLD BUILDING DEPARTMENT cm TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44906 Date: 6/23/2020 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: Construct dwelling unit as applied for per Planning & SCHD approvals. (Unit#23, B-2 model) Replaces BP# 42482 At premises located at: 46 Millstone Ln Unit 23, Cutchogue SCTM #473889 Sec/Block/Lot# 102.1-1-23 Pursuant to application dated 6/23/2020 and approved by the Building Inspector. To expire on 12/23/2021. Fees: PERMIT RENEWAL $980.80 Total: $980.80 Building nspec or 4^c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o, . SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42482 qL'q NO Date: 3/23/2018 Permission is hereby granted to: Rimor Development LLC 1721-D North Ocean Ave Medford, NY 11763 To: construct dwelling unit as applied for per Planning & SCHD approvals.(Unit#23, B-2 model) At premises located at: Millstone Ln Unit 23, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.1-1-23 Pursuant to application dated 3/8/2018 and approved by the Building Inspector. To expire on 9/22/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,911.60 CO -NEW DWELLING $50.00 Total: $1,961.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN WALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and,similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2.. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. `(5 New Construction: r L/ ' Old or Pre-existing Buildi g: (check one) Location of Property: Y4 Wil fC 1,0-r Nouse No. Str hamlet Owner or Owners of Property: 11 �M 4D ��{/,�� "Suffolk County Tax Map No 1000 Section 0 AA �.._.�-�` � � Block. ® !� Lot Z3 C�S bdivisio _ A l�A � ��' �_ Filed Ma �J 2 FIbo� , P• Lot:--?,_ 3 Permit No. u� /�j� Date of Permit. Applicant:LL l�'�rDf/` j QiV�Off Health Uept. AppTx!a . - �Q --- - - ��Underwriters Approval: Planning Board Approval: �� — Request for: Temporary Certifi to Final Certificate: 4]Fican�t ) Fee Submitted:$ t A ho'tpF SOUl�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ell- Southold, Southold,NY 11971-0959 �� • ao roger.richerta-town.Southold.ny.us COUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rimor Development LLC Address: 46 Millstone Ln (unit-23) City: Cutchogue St: New York Zip: 11935 Building Permit* -7 t(o� 42482 Section: 102.01 Block: 1 Lot: 23 i WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MTM Electric License No: 3700-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 150a Heat gas Duplec Recpt 33 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 1 Main Panel 150a A/C Condenser 1 Single Recpt 1 Recessed Fixtures 36 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 150a Switches 37 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2-combination smoke /co detectors, 2-bath fans, 20 ft lighting track, 9-ARC Fault circuit breakers,5-combination GFCI/ARC Fault circuit breakers Notes: Inspector Signature: Date: September 24 2018 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 fir, 1 Southold,NY 11971-0959 Nil BUILDING BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION L�1 �,IP5 ctneM trate: M ou. Building Permit No. (Wmlk Owner: _ LL L (Please print) Plumber: <aLT-�6,V-� �61'6�gr—'c (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu a Signature) Sworn to before me this_04� day of TW 20 ANNA FIORITA Notary Public,State of Now 1!6r, Reg.No.01F16368364. Qualified in SufonO u Commission Expires���, f Notary Public, l County �Of SOl/l9 VA r� �r �t 9 o(o �ycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: h - / - -)VI/ ✓ ! .C� AmLy ol< A Fpbmd f �ftldwto 14 k ar✓ DATE INSPECTOR pF SOUIyO� iq� # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTMN' .. . [ ] FOUNDATION 1ST ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING./STR�APPING [ ] FINAL It-[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ayow, on lototL DATE tI INSPECTOR 0j f +M#V �5f sopT V v y H O i coUM`l,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC ON [ ] FOUNDATION 1ST [ GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: , �L&Ad�%IvAtih fie, (*Akitu oV-1f q' 1w hs MID- tAill iVA*A S, t�:S- DATE G INSPECTOR 11n, lid any �O1-14" pF SOUT,yO� t ( b6 * # TOWN OF SOUTHOLD BUILDING DEPT. �O • �O `ycou765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING r REMARKS: glAon C4.evl wn. b = r to ren y ��e• � lca& o✓ �� v 64vi DATE 01 INSPECTOR *pF SOUI�,OIo * # TOWN OF SOUTHOLD BUILDING DEPT. , cou 765-1802 - LtLia0(o . INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. �l 3 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ` ] FIRE RESISTANT PENETRATION .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR oe souTyolo # TOWN OF SOUTHOLD BUILDING DEPT. CO 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. �b [ ] 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: 4j,4-C DATE INSPECTORF� 1 - ` 07- L ,W�i ✓ �aOE SOUtyO �7 # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL dt> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I '?/ INSPECTOR Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 23 Millstone Lane City: Cutchogue Builder Name: Rimor Development 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: 2018-10-03 Outdoors Temp During Test: 45 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppm Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: iF1eing,$ 5tBi11i Primary Lr: Yes ✓❑No❑ Tvue: Furnace L Boiler❑Heat Pump E[Other❑ Yen[ i � s<TVne�-: 'IJrii' A ,(Ctrcle.T e :.• _.i__„,{Pasc�`I ,~'.; :,,,_ -) - � - �1 ,orst;Case'' ^; _ atural,_ ��;i Yor.'s't;Case)'�w��;,✓,,atura'1” c:S Rating:95.0 NFZ1 P❑O❑E❑ N❑`❑Mp S-E N/A Pa. Pass Z Fail❑ Pass❑✓Fail❑ NSA P-PM NIA Ppm Yes ❑ Type: StandardTank✓Indirect Tankless ❑ Size: 75.0 Style Common Vent >Water;HeiateY Primary: n Instantaneous 4 ;d:,.;,.,r,^,. .3-• ,',„ Note S below) (Gallons) rci (See Stand Alone ❑✓ Spillape,(tVdhiral) ,(Glrcle'+T.ypg)': . (P_asca1J EF: 0.69 NOP❑O❑E❑ N❑M❑✓ S❑... N/A Pa. Pass❑✓ Fail❑ PassE]Fail❑ NSA PPM N/A PPM Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes 2 No❑ Oven CO 8 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Denting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2018-10-03 Home Energy Rating Certificate Property HERS Unit 23 -Magnolia B2 Rating Type: Confirmed Certified Energy Rater: Michael Caruso Harvest Pointe Rating Date: 2018-10-03 Rating Number: MC082 46 Millstone Ln Registry ID: 734094979 Cutchogue, NY 11935 Estimated Annual Energy Cost HERS Index: 59 Efficient Home Comparison: 41% Better Percent Use MMBtu Heating 55.9 $Cost Cost 65% General information Cooling 0.8 $31 2% Conditioned Area 3080 sq. ft. House Type Townhouse, end unit Hot Water 11.6 $219 13% Conditioned Volume 32538 cubic ft. Foundation Conditioned basement Lights/Appliances 24.1 $338 19% Bedrooms 2 Photovoltaics -0.0 $-0. -0% Service Charges $16 1% Mechanical systems Features Total 92.4 $1750 100% Water Heating: Conventional, Natural gas, 0.69 EF, 75.0 Gal. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 . 2015 IECC UA Compliance Ventilation System Exhaust Only: 91 cfm, 23.2 watts. ECCC New York State 2020 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-37.7 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA indow Type U-Value: 0.290, SHGC: 0.280 Above Grade Walls R-21.0 Infil ation Rate 1203 CFM50 (2.22 ACH50) Foundation Walls R-13.0 Method Blower d 1203 CFM x 60 WNW/ 32538 Ft3L2.22C @ 50 Pa Energy Testing Services, LLC. Lights and Appliance Features 1648 Locust Ave Unit E Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Natural as Bohemia, NY 11716 Interior LED Lighting (%) 100:0 Clothes Dryer Fuel Natural gas 631-244-9333 _ Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.32 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: 0-0 _ REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home-is available from the rating provider. NY-ECCC 2020 Certificate 46 Millstone Ln, Cutchogue, NY 11935 Lfuilding,Envelope Insulation Ceiling R-37.7 Above Grade Walls R-21.0 Foundation Walls R-13.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1203 Clg: 1203 CFM50 Duct NA Total Duct Leakage 10.00 CFM C 25 Pascals Window Data U-Factor, SHGC , I Window 0.290 0.280 Mechanical Equipment, HEAT: Fuel-fired air distribution, Natural gas, 95.0 AFUE. COOL: Air conditioner, Electric, 16.0 SEER. DHW: Conventional, Natural gas, 0.69 EF, 75.0 Gal. HERS Index•'S9 I Bui Ider or DesProfession Signature REM/Rate Residential Energy Analysis and Rating Software 06.0.6 r- wri htsoft, Manual S Compliance Report Job: Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com ® •jett IfformAtion For: Unit 23-46 Millstone Lane, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 83.0°F Sensible gain: 12393 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.0°F Latent gain: 2499 Btuh Entering coil WB: 63.47 Indoor design DB: 75.0°F Total gain: 14892 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 16 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 102% of load Latent capacity: 5400 Btuh 216% of load Total capacity: 18000 Btuh 121% of load SHR: 70% Heating Equiprnerlit Design Conditions Outdoor design DB: 10.0°F Heat loss: 28094 Btuh Entering coil DB: 62.6°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 92 Actual airflow: 600 cfm Output capacity: 36800 Btuh 131% of load Temp. rise: 0 °F Meets all requirements of ACCA Manual S. - -wrightsoft 2019-Jan-04 14:37:07 n,1ry, awra•isa�mnnw...,mmnmr Right-Suite(E)Universal 2016 18.0.32 RSU20066 Page 1 fM1�vt1...mor Model 62 MAN JSDVRimor Model 82 MAN JSD.rup Calc=MJ8 Front Door faces: W Residential _ Review FoFormrm ACCPsO for HVAC System • (Loads, • • 15 Mar 09 f�Cad7aJ9(kn6ad'rs dMeka Header Information Contractor: Energy Testing Services LLC REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes No OEM performance data(heating,cooling,blower): Yes No Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No Fi Duct distribution sketch: Yes ❑ No E] Home address(Street or Lot#,Block,Subdivision): Model B2 (Magnolia), Entire House HVAC •A■ 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: 28094 Btuh Number of bedrooms: 2 Conditioned floor area: 3299 ft2 Summer Design Conditions Number of occupants: 3 Outdoor temperature: 83 *F Indoor temperature: 75 °F Windows RJve Grains difference: 30 gr/Ib @50% RH Eave overhang depth: 15.0 ft Sensible heat gain: 14083 Btuh Internal shade: none Latent heat gain: 2840 Blinds,drapes,etc. EaBtuh Dndow Total heat gain: 16922 Btuh Number of skylights: 0 v EQUIPMENTHVAC • ,1 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type: Gas furnace Equipment type: SplitAC Heating cfm: 600 Fumace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 600 Model: Generic Model: Generic Static pressure: 0.60 in H2O AFUE 92 SEER 16+ Fasign'sn airflow rated external static pressure for de Heating output capacity: 36800 Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design outdoor conditions Sensible Cooling capacity. 0 Btuh Aux heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM ■ .1 Design airflow: 600 cfm Longest supply duct: 246 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 83 ft Trunk duct: Sheet metal Total device pressure losses: _0.6 in H2O Total effective length(TEL): 328 ft Available static pressure(ASP): 0.01 in H2O Friction rate: 0.003 in/100ft Branch duct: Round flex metal Friction Rate=ASP+(TELx 100) declare the load calculation,equipment,equipment selectionand duct design ge e performed based on - building plan listed above. I understand the claims made on -forms will be subject to review and - e Contractor's printed name: Contractor's signature: Date: Reserved for County, e e, orAuthority having jurisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist - Wrtgkts04t" R; ht-Suite®Universal 2018 18.0.32 RSU20066 Load Short Form Job: WC19f1tS® " Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 23-46 Millstone Lane, Cutchogue, NY 11935 Des,ign • • Htg Clg Infiltration Outside db(°F) 10 83 Method Blower door Inside db(°F) 68 75 Shielding/stories 3(partial) / 1 Design TD (°F) 58 8 Pressure/AVF 50 Pa/958 cfm Daily range - M Inside humidity (%) 50 50 Moisture difference(gr/Ib) 44 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) Bsmnt 1673 7475 884 183 45 Bed 2 194 3399 1766 83 89 CL 18 0 0 0 0 Bath 2 60 934 180 23 9 Foyer 112 1351 496 33 25 M bath 110 176 119 4 6 C L1 15 0 0 0 0 M bed 353 2367 1625 58 82 Breakfast 55 2044 1485 50 75 Laundry 23 43 493 1 25 Pant 16 0 0 0 0 Kitchen 190 295 1739 7 88 Living 237 4065 2310 99 116 Dining area 198 2054 667 50 34 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrightsoft® 2019-Jan-0414:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 RCCA...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W Mud 48 359 142 9 7 Garage 374 0 0 0 0 Entire House 3674 24562 11906 600 600 Other equip loads 3532 487 Equip. @ 0.88 RSM 10906 Latent cooling 2499 TOTALS 3674 28094 13404 600 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�-wrights®ft® 2019-Jan-04 14:37:07 Right-Suite®Universal 2018 18.0.32 RSU20066 Page 2 XCA...mor Model B2 MAN JSD\Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W 9 - Pro Job: Wri htsoft Project Summary� Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 23-46 Millstone Lane, Cutchogue, NY 11935 N otes: Design Information Weather: Suffolk Co.Ap, East Quogue(Islip Dd), NY, US Winter Design Conditions Summer Design Conditions Outside db 10 °F Outside db 83 °F Inside db 68 °F Inside db 75 °F Design TD 58 °F Design TD 8 °F Daily range M Relative humidity 50 % Moisture difference 30 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Structure 11906 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (55 cfm) 3532 Btuh Central vent(55 cfm) 487 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28094 Btuh Use manufacturer's data n Rate/swing multiplier 0.88 Infiltration Equipment sensible load 10906 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial) / 1 Pressure/AVF 50 Pa/958 cfm Structure 1356 Btuh Ducts 0 Btuh Central vent(55 cfm) 1143 Btuh Heating Cooling Outside air Area(ft') 3299 3299 Equipment latent load 2499 Btuh Volume(ft') 19156 19156 Air changes/hour 0.25 0.11 Equipment Total Load (Sen+Lat) 13404 Btuh Equiv.AVF(cfm) 80 37 Req. total capacity at 0.70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14.7 EER, 16 SEER Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 36800 Btuh Latent cooling 5400 Btuh Temperature rise 56 of Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.024 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.83 C Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ila-wrightacwt- 2019-Jan-04 14:37:07 �C .w.a.,ti...­_-..Jz Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 �...mor Model 62 MAN JSD1Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W N Level 2 9,90 gFRakfast 9198 cfm 140 cfm Living KTn 105 cfm M bed adiab Pant Laundry 9160 cfm Dining area E\ q.n cfm Mud M bath 7;67m 11 cfm CL1 7 cfm K40 cfm Stair 1 Foyer �27 cl th 2 CL Garage Broan Exhaust Fan Model L150 60 CFM'Energy Star Continous user timer Bed 2 9,107 cfm Job#: Energy Testing Services LLC Scale: 1 :91 Performed by Energy Testing Services... _ Page 1 Universal Unit 23-46 Millstone Lane Boheemimi 164a,NY Locust Ave Righ18.0 32 RSU20066 018 Cutchogue,NY 11935 Phone:631-244-2624-262 7 2019-Jan-0414:37:16 r.b.delfino@energytestingservices.com •••NJSDRimorModel 62MAN JSD.rup N NJ Level 1 186- x16x16 1 x 16114219 cfm adiab 0 Bsmnt Makeup air 60 1219 cfm CFM Skuttl 14'. 5" model 216 _ 24x16 24" 8x16 Job#: Energy Testing Services LLC Scale: 1 :91 Performed by Energy Testing Services ... Page Unit 23- 46 Millstone Lane 1648-A Locust Ave Right-Suite®Universal 2018 Bohemia, NY 11716 18.0.32 RSU20066 Cutchogue,NY 11935 Phone:631-24426272019-Jan-0414:37:16 r.b.detrino@energytestingservices.com N JSDRimor Model 132 MAN JSD.rup Duct System Summary Job: wrightsoft, Date: Jan 03,2019 Entire House By: Energy Testing Services... Energy Testing Services LLC 1648-A Locust Ave,Bohemia,NY 11716 Phone:631-244-2627 Email:r.b.delfino@energytestingservices.com Project • • For: Unit 23-46 Millstone Lane, Cutchogue, NY 11935 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.59 in H2O 0.59 in H2O Available static pressure 0.01 in H2O 0.01 in H2O Supply/return available pressure 0.007/0.003 in H2O 0.007/0.003 in H2O Lowest friction rate 0.003 in/100ft 0.003 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 328 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 934 27 11 0.003 5.0 Ox 0 MtFx 31.3 205.0 st1 Bed 2 c 1766 100 107 0.003 9.0 OX 0 MtFx 35.3 195.0 st1 Breakfast c 1485 60 90 0.003 9.0 OX 0 MtFx 29.5 190.0 st2C Bsmnt h 7475 219 53 0.004 14.0 Ox 0 MtFx 35.5 150.0 st2A Dining area h 2054 60 40 0.004 7.0 Ox 0 MtFx 17.3 160.0 st2 Foyer h 1351 40 30 0.003 6.0 Ox 0 MtFx 18.3 215.0 st1 Kitchen c 1739 9 105 0.005 9.0 Ox 0 MtFx 14.5 140.0 st2 Laundry c 493 1 30 0.005 5.0 Ox 0 MtFx 3.0 150.0 st2 Living c 2310 119 140 0.005 10.0 Ox 0 MtFx 34.8 130.0 st2 M bath c 119 5 7 0.003 4.0 OX 0 MtFx 20.5 225.0 st1 M bed c 1625 69 98 0.004 9.0 OX 0 MtFx 37.0 170.0 st2B Mud h 359 11 9 0.004 4.0 OX 0 MtFx 7.8 160.0 st1 Supply Trunk, Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2C Peak AVF 60 90 0.003 135 11.1 16 x 6 ShtMetl st2B st1 Peak AVF 182 163 0.003 205 14.7 16 x 8 ShtMetl st2 Peak AVF 538 557 0.003 209 21.8 16 x 24 ShtMetl st2A Peak AVF 348 242 0.003 224 18.3 16 x 14 ShtMetl st2 st2B Peak AVF 129 188 0.003 212 14.6 16 x 8 ShtMetl st2A Bold/italic values have been manually overridden ' Wr!^gI1t5Oft- 2019-Jan-0414:37:07 �, .W.• t,.. -- Right-Suite®Universal 2018 18.0.32 RSU20066 Page 1 ACOA...mor Model 82 MAN JSD1Rimor Model B2 MAN JSo.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb2 Ox 0 219 53 82.8 0.003 205 14.0 Ox 0 MtFx rb1 Ox 0 501 667 78.0 0.003 212 24.0 Ox 0 MtFx -�-wrights®ft® 2019-Jan-04 14:37:07 AC i���A ,„,,.• ..,..., , Right-Suite®Universal 2018 18.0.32 RSU20066 page 2 ACCK...mor Model B2 MAN JSD%Rimor Model B2 MAN JSD.rup Calc=MJ8 Front Door faces: W i GRCH ARCHITECTURE PC 3759 EXPRESS Dr4ivE SOUTH .QUITE 2®2 ISLANDIA. NY 11749 WWW ORCHARCHITECTIJRE.COM 637864-3395 November 14, 2018 Town of.Southold Building Department 53095 Route 25 PO Box 1179 Southold NY 11971 Attn. Ms.Amanda Nunemaker Plans Examine i 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 Y`k` rk State Residential Code for both spray foam and draped blanket insulation exposed in basement condition. I Spray Foam Insulation atRim Joist: Sill Plates Headers and Rim Joist (Residential Code Section R316.5.11 Maximum thickness 3 %" (provided± ") 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 leis and smoke development index less than 450 in accordance with ASTME84. Draped Foundation Wal Insulation Blanket (Residential Code Section R302.10.1 Insulation materials, inc uding facing shall have a flame spread index not to exceed 25 with an accompanying smoke. Development index not o exceed 45 . Provided/ Installed: "Ec touch Flam I Spread 25 Fiberglass Insulation: (see product cut sheet) Provides a flame spread Index of less than 25 and smoke-development Index less than 50 in accordance with ASTM espect?�ve d, D ARc ��5 D6SRT c/., yy�T Glen ChE APPrincipa �Cta� 02381� �Q OF NES MECHANICAL 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, m Louis DeSantis President s . 20 Feldland Street, Bohemia, NY 11716• (631)563-1298 - Fax: (631)563-2954 . f� GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, IVY 11749 WWW GRCHARCHITECTURE.COM (631)864-3395 November 11, 2022 Town of Southold Building Department 53095 Main Rd P.O. Box 1179 Southold,NY 11971 Attn. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Cutchogue,New York Unit 23 - Permit#47665 Dear Inspector Verity: Please be advised that the basements of the above referenced units constructed on site meet the requirements for co dit7o d space as defined in the 2015 IRC and Energy Code as well as the 2017 Code Supplement. espectfully su miffed, D ARC Gle ,Cherveny,AIA,LEED AP Pr'ncipal (P '9 0238AIJ l�. TROP NE`N GRCH ARCHITECTURE PC 3750 EXPRESS DRIVE SOUTH SUITE 202 ISLANDIA, NY 11749 WWW GRCHARCHITECTURE.COM (631)864-3395 November 11, 2022 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 Att: Mr. Michael Verity Chief Building Inspector Re: Harvest Pointe at Cutchogue Screened in Rear Covered Porch Unit#23—Permit#47665 Dear Mr. Verity, The rear covered porch as depicted on the submitted architectural plans will be "screened in" as per the .Planning Board's approval dated January 18, 2019. R e Cf-Ti }ubmit d, �rGREUARG' 1 &ERT cy�h Glen Ch ry niy,AIA, LEED AP Principa N 02300 OF OF NES SCOTT A. RUSSELL Q�,r . MICHAEL M. COLLINS, P.E. SUPERVISOR "` 4. TOWN ENGINEER TOWN HALL HALL - 53095 MAIN ROAD _ , ", Tel. 631 -765—1560 �° ? TOWN OF 30UTHOLD,NEW YORK 11971 ( Fax. (631)-765—9015 l � ' kJ CHAEL COLLIILl .!,i�TO%%'N.SOL"rHQLD\'1,_U5 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings February 5, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Harvest Pointe—Units 23-26 &63-70 Chapter 236 Inspection Dear Mr. Cummings: I have inspected Harvest Pointe and determined that the developer has achieved final stabilization and complied with all aspects of Chapter 236 for Units 23-26. Final stabilization has not been completed for Units 63-70, particularly in the back of the buildings. Due to the current weather it is unlikely that final stabilization will be achieved before spring when the developer plans to complete the plantings and seed the lawn areas. Due to the location of these units, any stormwater runoff from exposed areas will not migrate off site. Therefore, the Engineering Department has no objection to Certificates of Occupancy being issued for these eight (8) units at this time. If you have any questions concerning this review please do not hesitate to contact my office at (631) 765-1560. Sincerely, Michael M. Collins, P.E. Town Engineer cc: Michael Verity, Chief Building Inspector OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex®f SOU��� P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �® �� Telephone: 631 765-1938 Southold,NY www.southoldtownny-gov cOUI ,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 28, 2020 Mr. Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Site Plan Inspection for Certificates of Occupancy Units 23-26 The Heritage @ Cutchogue aka Harvest Pointe 75 Schoolhouse Rd., corner of Schoolhouse Rd. & Griffing St., Cutchogue Dear Mr. Alia: The Planning Board has found that the requirements for Units#23-26 of the above- referenced Residential Site Plan have been completed based on the site inspection made on February 12, 2020. These units and the supporting infrastructure on site are now in general conformance with the approved site plan dated September 26, 2017 and the Planning Board supports the issuance of a Certificate of Occupancy for these four (4) units. Please note that there are many ongoing conditions of the site plan approval, with the most relevant to the occupancy of the residential units being no parking of vehicles, equipment, or dumpsters and no staging of materials on the internal streets being used by residents. These conditions will continue to be enforced. 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,, 0�ac� Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer • - • • COMMENTS FOUNDATION (IST) ��YZi,�yl�� 'FOUNDATION (2ND) EF61. BiROUGH PLUMBINGi� OF INSULATION • PER ��IICt' O �L�1 liADDITIONAL CON(MENTS , _ ,FA 1 a y� 1tt �.,� ' 9 FMW05..R i:► +► TOWN OF SO U i HOLIZ BUIL'. _.G PERiVj i VPEj tlTIOiN CI-MCKLIST ,,N. BUILDING DEPARTMENT ;_.:..<1,96;ygir havelor need the following,befO��pply.i�ig? TOWN HALL Board of Health SOUTHOLD,NY-11971 4 sets`ofBnilding Plans TEL: (631)765-1802 Planning-Board approval FAX: (631)?65-9502 A'= Survey Southoi_dtownny.gov, ;`-.{t1PEP1j1%&T-'�_ O. -- Check n Septic Form Trustees - - - - Ll C:O.Application Flood Permit Examined ,20 _ ' _Single&Separate Truss.Identification Form Storm-Water.,ssessment Form.. >� Contact: Approved. -��! 20 - _ Mail-to- r_• d It Disapproved a/c 14q 119 .Phone: Expiration 20 F-= Ov J D B d s for MAR 8 2018 APPLICATION-FOR.BUH DING`PERMIT - ' Date 20—A RF, ;.. 1MG BI;I=T• INSTRUCTIONS TOWN OF SOUTHOLD .a.This-application-MUST be completely_filled in by typewritdr or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on.premises;•relationship to--adjoining premises.or public streets-or areas,-and waterways. c.The work covered by this-application may not be commenced before issuance:of Building Permit. - d. Upon approval of this application,the Building,Inspector will issue a Building Permit to the applicant.Such,a permit shall be-kept on the-premises available for inspection throughout the work. e.No building shall be occupied,orKused,imphole or in part-forany,purpose what so ever until the Building Inspector issues.a CertificateofOccupancy. ='... . `- �;} _ ;,.<_,s:.•-'' _. ;_.,. ,.. ;. . f:Every building permit slia(l,eicpire if the=Work{authorized'has-not commenced within 12 months after the date of 'issuance`or has`not been completed.v1if7:;n.I8=mo.^=tl;s from such date.If no zoningame A'ieents or;other-regulations affecting the property have been enacted in the interim,the.Building-Inspector may_authbi7ze;.in vMking tlie`extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION.IS HEREBY MADE to the Building Departinent for the-issuance of aBuilding Permit-pursuant to the Building Zone Ordinance of the Town;of Southold;Suffolk County,New York;-and other,applicable Laws,Ordinances or Regulations,for the construction of buildingszladditions,or alterations,or_for removal_or.demolition as,herein described_The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,.and:regulations.-and to admit authorized inspectors on premises and in building for necessary inspections. 4D i,'_ d (Signature-of applicant or nanie,if a corporation) o. -(Mailing address of ap licant) State whether applicant is owner, lessee,`agent architect, engineer,general contractor,electrician,.plumber or builder Name of owner of premises 1tr�.01� C� LL C, - '�} _- ;`• ' (As on. e.tax roll orlatest deed)';. If applicant is a corpor `i�hs�natur o m T1 If 4— a thgrj�officeilcfr a ,_=.- -+Q� • (Name and title of corp ate officer) (��/ JV j " Builders License No_ Plumbers License No. Electricians License.No. Other Trade's License No. 1. Locat• f 1 nd, w proposed osed work 1 be.d �� LOone: � z3 House Number Street' Hamlet __ CountyTax Map No: 1-000 Section. �� • -1 Block O- 1 z:ot. .:.. . 7! Subdivision 4aW44* 40 r! , 6 J . Filed i_vlap No. T Lot C�t4P® q �. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing„use and occupancy b. Intended use and occupancy �. Nature of work t'check which applicable): Builcliiia' Addition Alteration Repair. R oval Demolition Other Work (Description) 4. Estimated Co_st o 6 0 U Fee + `. (To be paid on filing this ap lication) 5. If dwelling, number of dwelling units ' Number of dwelling_ units on each floor _lf garage„ um.,ber.Of,cars Csa�/ 6. If business, c-om.mercial or mixed occupancy, specify nature-and extent of each typ'e.of use. . ' 7.. Dimensions-of ekisiinQ structures, if any: Front ; Rear Depth Height Number of Stories~: ` Dimensions of same structure with alterations or.adciitions: Front r Depth Height � Number of Stories-' 8. Dimensions o entire n w cogstruction: Front 8 Rear o� Depth _ /,;1�, Height — 2,1 6 Number-of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of.Former_Owner 11. Zane or use district in which premises are.situate4 12. Does proposed constructionviolate y zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess filI'be.removed from premises? YES NO F�Imo✓ �p �r�o� 4a 14. Names of Owner of premises Lt.C, Address �` t4 Phone. 3 478"'2 C-6 7 Name of Architect 1 c t4 Address --t� '4. Phone No 8 V " 4� Name of Contractor Sa4kR-- 44 6601-� Address Phone.No. r—/�-- 15-a. Is this property within 100 feet of a tidal wetland or a.freshwater wetland?"YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS iNIAY.BE�QI�YRED. b. Is this property within 300 feet of a tidal wetland?-* YES NO IF YES, D.E.C.' PERMITS MAY BE REQUIRED. 16. Provide.survey, to scale. with accurate.foundation plan'and distances to property lines. 17. If elevation at any point on property is at 1.0.feet or below, must provide topographical to on survey. -18. Are tliere"any._covenants and restricfions with-respect to this property? ' YES NTO x IF YES, PROVIDE A COPY: 160% Ate- tZ � Mel STATE OF NEW YORK) t - SS: COUNTY OF - Ck being duly sworn, deposes and says that(s)he.is the applicant (Name•of individual sign i g contract)above named, (S)He is the_ (Contra r,Agent,Corporate Officer,etc.). -of said owner or owners,and is duly authorized to perform or have performed the said work and to make and fife this application;: that all statements contained in this application-are true to the best of his knowledge and belief,and that.the work will be performed in the-manner set forth in the application filed therewith. Sworn to before:me this , day of_ -1j1nQ/lC� 20 f� N?ota_ry Publi ' RACEY L. DWY - S nat ofA I- nt NOTARY PUBLIC-, I�TATE OF NEW YORK N C!;L'N6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2&fb CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owners)Nariie(s) That the undersign is) ark h wnerO of the remises Southold,located at G l we which is qhown and designated on the Suffolk County T ap a istrict 1000, Section 14Z,®1 Block ,Lot_ 7 . That the undersigned(has)(have)filed, or cause to be filed, an application in the Southold Town Building Inspector-s Office for the f Ilowin� 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: i tur (Print Na (Signatur (Print Name) D ��� �g1yFFp�� l.� G DEPARTMENT- Electrical Inspector MAY 2 5LVJ TOWN OF SOUTHOLD flown Hall Annex- 54375 Main Road - PO Box 1179 wSouthold, New York 11971-0959 ~ one (631) 76 ' `�`` T, 5-1802,- FAX (631) 765-9502 1 4�' TOWN OF Sol ? ' � roger.rich ert(c town.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION 14 REQUESTED BY_.... .... ..,_. _... P. .. :...... ... ...:. . . Date: �.. _ .vi. .� 23.. .E�. .. Company Name: 'i✓ ` Name: License No.: J O� email.: m 6 4 1 Address: ex box dee Phone No.: _,6 -JOB SITE INFORMATION/: (All IIn�f'orrmatio Required) Name: 1r[ v ( lip- -. Address: t1 . 0 Cross Street: Phone No.: 4678 6;Z/267 Bld,9.Permit#: 4. 0& email: Tax Map District: 1000 Section: Oo? ® .' Block: . ® O Lot: .BRIEF DESCRIPTION OF WORK (Please Print,Clearly) ,Circle All That Apply: Is job ready for inspection?: �ajy NO RougDIn Final Do you need a Temp Certificate?; ES NO issued On Temp Information: (All information re wired). EaunderRgrournd C.P,h) 3 Ph Sizer A '# Meters Old Meter# w Se - Fire Reconnect- Flood Reconnect-,Service Reconnected - Underground - Overhead Lateral 1 ' H Frame 'Pole 'Work done on Service? Y N ,Additional Information: PAYMENT DUE WITH APPLICATION cqw,o Request for Inspection Form.xls 513. Town Hall Annex �� Gy Telephone(631)765-1802 54375 Main Roadc.. Fax(631) 765-9502 P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT' NOTICE'OF UTILIZATION OF_TRUSS:.TYPE CONSTRUCTION, PRE-ENGINEERE® VVOb CONSTRUCTION l�NDLOR.l'tMBER CONSTRUCTION Date: Owner: l c v -�a LLQ q Location of Propertyt I r f Please.take: Ice that the.:(.chedk applicable ii6&): ,New commerciial�o�:,re,;identla(structure ... !-,,,..,.Addition ,. %.,.. Vii'.•{:•',j:, •4a w ;i•,Addition to exis n� eomnaerciaLY resi e { ' .,. _ttl, ,fir. d ntial structure.-�! ,4 , tit: :Rehabilifia6Qrt: existiri cd " l o r sid6l i " p< g ms iercia r e ti;k tructure to be•const(uc c` ' �.perFormecl afi;the subjperty referenceFab,ue w lFutil" (check app at�te`aiiae): Truss.hype.cgnstruction (TT) Pre-engih,056fed;°Vmodconstruction (PW) - •��4•._i .Gy....r••:.. ..'+-,- -- .T.. t{ '; if.. Timber construcfio.Y .(T :..; in the following location(s) (check 400 ..,Fjoor framing, including girders and beams (F) Roof framing (R) Floor and roo ming ( ) . P Signature: Name (person submitting_this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 l f �i•%�e�-;ice:-.�1'1''r�'-`kr.•,�7r��•r_•<::F?:,4! :,���,.'ES'��•tjyr`�i��.p';i.,a= � TSL!"� �}isi�r .-.,�5"�.+•+'., ..r'-�+�;i.,�%iy�,+�4^';':r.'� F,y}>".r''" •ti,) r.�{:.^:I'tr-�..i'v{f�•'L"� o%i��i iti.1r'1 �. 4f. �,•d'.3t•+r.+.:�..:r fir;.,',=Z'�G�Ju,�•• 7� s� A"�,ti �r.1.i*l'�{�i*..�,�u'�y;:f{-' t ..(Ft�},���'�k���a�ir.�.r.�.��•t. �rf!y�L':��:FS 1.�•��' t•� r. Cs� E••)SM.. .y� v .rte• i.7�. /.',�z�•� •,�•" ��4tt•.r�l�-�Y.+�V: {t:i�f•"�.,•.I�r. �'�'^G'i:�i.:'ti�u'�,G.. � t r: , + r ti crr?:vt,:t AJ'W•. '`Itt. �..tiratA•'S�r t•:i'l f �2�4•a:� •{�>yLt TAT. r sr )�Yt ?, e.J� e. to �d •rtL aC� . ,Y t-.Yti„Y+.r l�•.•.+iyJl-r t. .r�.y� ya �r T tt 'l t ••:1".+'�» c.• t 3'SA� e 7. r ro � lL Y ! � mil••'�:. .I ��� ref �..a1t •`r .J n1+ +e r' r *t�• t' rA It .. rAa i - tt4 � ,: t1'bYt •. � r 'J' ,1t �'�' r o ,•. 441 )r � � "D A 1 • t OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *0 sorry P.O.Box 1179 54375 State Route 25 �0� Ol0 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold NY Telephone: 631765-1938 C12 www.southoldtownny.gov G • �Q PLANNING BOARD OFFICE J [7 TOWN OF SOUTHOLD D FEB _ 72018 MEMORANDUM TOWN OF SOUTHOLD To: Michael Verity, Chief Building Inspector From: Donald J. ki Wilcen §, Planning Board Chairman l� Date: February 7, 2018 Re: Harvest Pointe (The Heritage at Cutchogue) Elevations/Site Plan The Planning Board reviewed their approval of this project and has determined that, for Phase 1, all the units beginning with "B" (B, B1, 132), are interchangeable with what is shown on the site plan, i.e. a B unit shown on the site plan can be replaced by a 131 or B2 unit and vice.versa. They also determined that the units beginning with "A" can also be interchangeable, so anywhere an "A" unit is shown', could be replaced by Al unit instead, at the discretion of the applicant. The Planning Board will reassess this prior to the beginning of Phase 2. In addition, the changes as shown on the architectural drawings submitted on February 5; 2018 for units 25, 26, 77-82, 123, 124 are also approved by the Planning Board. Enclosed please find an original set with the approval stamp of the Planning Board. Sherry Pirone From: Sherry Pirone Sent: Friday, September 20, 2019 10:10 AM To: 'johnj@southoldtownny.gov' Cc: Henry Alia Subject: Unit#23 Good Morning: We are requesting a month extension of time on the following building permit: Unit 23—permit#42482 4q q O(o Please confirm the new date ASAP.Thanks. IV1,10AIIW EST NTE F lrm„d fin h,�vALI11 a:in,ypia Sherry Pirone Construction Assistant 75 SchoolHouse Road T Cutchogue, NY 11935 (631)735-9200 sherry@harvest-pointe.com www.harvest-pointe.com connect with us! c3 U 4 � S / � SEP ? 72019 1 1!77 ----------- arm n - 177 7--71-_,_....7, ! 7 77" q PROPOSED (PERVIOUS PAVEk�)�' 10, 13.7 1 A 7' 103? A-, .'W; 13.7' 4 4 13.7 19 mff 21 28,, 25 :24 ::1 301 ;29 BI 26 B qBl PA B DB EN EN: EN EW1`4 EN fJS . i, vs z, A 17.9- r T-Mvi ',I --Z 7 ci zo, "X,9 J�A M. I�Wl —j'L R'I—XL R7' •XR--/ —•RlrS E B—b" PROPOSE R7—XLtirj R7—XR �A RAMP LM OUT FOR F (TYP-) TYPE , 'RAMP 43 1p " 1 11 G. (TYP-) N3 vNx �p 611 tn; VIN Y W-11"t var -ULGa F�t �g NG'PIPE SHALL BE-1-5--CPP–WITFI-A,SLUPt.or–vi. _—.^— -------� ___._..�_– _— __ ------ `�___ _.—_._ --- ------- ----- - If • STANDARDS: SPECIFICATIONS SHALL INCORPORATE THE PROVISIONS r ' AS,FOLLOW UNLESS OTHERWISE NOTED: OF THE AWWA STANDARDS AND/OR MANUFACTURER'S RECOMMENDED :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 ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE. LL BE C900 BLUE BRUTE DR-18 PRESSURE PIPING STONES FOUND IN THE TRENCH SHALL BE REMOVED FOR A DEPTH j AL. WATER MAIN TO BE 10" WITH 6" HYDRANT OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. � ER SERVICE CONNECTIONS TO BE 1" . COVER: ALL WATER MAINS SHALL BE COVERED TO A. MINIMUM DEPTH I OF 54 INCHES WITH EARTH OR OTHER INSULATION TO PREVENT MINIMUM OF 10 FEET OF SEPARATION BETWEEN FREEZING. SEWER/DRAINAGE LINES. • BLOCKING: ALL TEES, BENDS, PLUGS AND HYDRANTS SHALL BE k MINIMUM SEPARATION OF 20 FEET FROM SANITARY PROVIDED WITH REACTION BLOCKING, TIE RODS OR JOINTS DESIGNED i '0 ALL DRA"S AND DRYWELLS. TO PREVENT MOVEMENT. k MINIMUM SEPARATION OF 10 FEET BETWEEN 3. TESTING JD WATER/DRAINAGE LINES. I PLANS AND SPECIFICATIONS SHALL REQUIRE THE FOLLOWING: � SERVICES TO BE INSTALLED BY PSE&G AND dD MAY VARY DUE TO FIELD CONDITIONS. ELECTRIC PRESSURE AND LEAKAGE TESTING: ALL TYPES OF INSTALLED PIPE HE HYDRO–ACTION UNITS SHALL MAINTAIN 5 FEET SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE RATION FROM ALL SANITARY APPURTENANCES. WITH THE LATEST EDITION OF AWWA STANDARD C600. I • DISINFECTION: WATER MAINS ARE TO BE DISINFECTED IN fER/DRAINAGE LINE CROSSINGS SHALL MAINTAIN A ACCORDANCE WITH AWWA STANDARD C-651-86, OR THE LATEST SEPARATION OF 18" MINIMUM BETWEEN PIPING. (SEE REVISION, CONTRACTOR SHALL ENSURE ALL CROSSING • BACTERIOLOGICAL TESTING: BACTERIOLOGICAL ANALYSES OF WATER .! SAMPLES COLLECTED AFTER DISINFECTION ARE REQUIRED AT ' DIET DURING CONSTRUCTION. LOCATIONS SPECIFIED BY THE SUFFOLK COUNTY DEPARTMENT OF VES 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 Harvest Pointe at Unit Numbers Area (SF) (SF) Total (SF) 77-124 1,999 486 2,485 Cutchogue 1,3,8,10,12,14, 21,23,26,27,29, Cutchogue, New York 1,33,36,39,41,45 1,599 -363 1,962 Town of Southold '6,47,49,50,52,54, { 58, 59,68,.72, 76 No. ; , Revision -• Date Appvd. ; I 13 TO /SCDHS REVISIONS 7/28/17 AVE _ 2,5,6,9,11,13, WN ' 12 TOWN REVISIONS 6/14/17 AVL i 19,20,22,24, .5,28,30,32,35,38, 1,599 363 1,962 11 SCDH REVISIONS• 4/22/17 AVL 0,42,44,48,51,531I 10 REVISED PHASING PLAN PER TOWN" 4/6/17 AVL _j7,60,62,64;66,70, 73,74,75 9 :' TOWN REVISIONS -- —'------— - L AV 8 SCDH REVISIONS 3/9/17 AVL I 4 7 34 37 43 55 , , , , , , b f riecl' v-�; ,•, ,�._;.. ,_;;.r�:,a�.�o�:;;. w6heckedpy+y„�;:.;�= '' 1599 380 1,979 ,Q'by,, , i� .:. 61,63,65,67,69,71W ` 15,16,17,18 1,999 4082,407 Issued for Date July 10, 2015 { N/A 6,188 N/A 6,188 I SUM1000-102-01-33.3 Drawing Title I SCDHS A roval • ll UtilitSUFFOLI�``NOUNTY QEi�P,E�T aNT OF 1110113H SERViCES • c i PERMIT FOR APPROVAL OF CONSTWJ, 'i'iON FOR A i SINGM FA LY RESIDENCE ONLY �+ t A rZ to-°t 7-• Ov5"5 f 1 2 ®ATE r HS nEF-No., .,b t =ea 0 APPROVE ����, ��� � Drawing Number FOR MAXIMUM OFBEDROOMS I I �pF Ne EXPIRES THREE YEAS M E APPROVAL �Q� 0,0 C = •�. ;. N. I �G i2 _I4 0 I y m Sheet of a•t I r OA � 9 2EI, • Project Number 29305.00 { SCDHS Reference rence # C10-06-0013 NOTES: AJI THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE ll ( PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THE ITEM HIS SEAL AND THE NOTATION*ALTERED BY FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC DESCRIPTION OF THE ALTERATION. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. i PREPARED MAPPING DOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES, SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS OTHER THAN VISIBLE PERMANENT STRUCTURES. 1COPYRIGHTO NELSON 8 POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS 1- �L � RESERVED.NO PART OF THIS DRAWING MAYBE REPRODUCED BY PHOTOCOPYING, [o OR BY AN COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 0 RECORDING OR BY ANY OTHER MEANS.OR STORED.PROCESSED OR TRANSMITTED Kay N PERMISSION OF THE SURVEYOR 0 THIS PLAN WAS PREPARED TO ASSIST IN OBTAINING FRAMING PERMITS FROM LOCAL os0 MUNICIPALITIES AND ISNOT AUTHORIZED NOR GUARANTEE D FOR ANY OTHER W L1) PURPOSE.e/ O z D �? � � 0 v 17.3' S' 6.3'j a 3 6.5' 7 6 6 o NI J 7.6' �i Cl� LQ Ci C4 CV M M rj_'I'O 4.0' N 4 APR - 32018 � M Z } II 2.w'� i� Z Z O O 1 S5 35'43"W o w 38.78' 2 0, — — —2 — —2.:0' TOWN OF SOUMOLD 00 _ v ❑O Z LL N s.o'- pF NEw y 0 W M 4.0 M ' ? OF ��Q� y pAVID p O Z M CV CVp lVo' �t P U. S 51035'43"W j M 7' �/ �p 36.80 6.5' Ln 17.3' 62' r O {��! z w 7s�O/u4 0 00 SAND S � CV - N U-) o DO 03-26-2018 FOUNDATION LOCATION FOUNDATION ASC NSTRUCTED SURVEY FOR {-- .. � UNITS 23-24 UNIT DESIGNATION MAP OF F. HARVEST POINTE CONDOMINIUM 1 FILE NO.:471 FILED January 09, 2018 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK • SWEET - MEADOW S.C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 63,&64 Li 14966 sip— I NELSON & POPE COURT ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174PHONE(631)427-5665 FAX(631)427-5620 -- �'— -- WWW.NELSONPOPE.COM DRAWN BY: NP CADD No.:INDIVIDUALS00026 I S SCALE: 00026 CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF 1 1"=30' DATE: 03-26-18 PROJECTNO.: 0002 10'0X10' ❑ LP DEEP L.P. E.PANEL NOTES: O THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE INV. NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS,POOLS, INV. 28.18 '///��� PLANTING AREAS,ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. 28.85 4"SDR-35 S.T. ST-2 INV. PIPE IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145, INV. INV. INV. PROFESSIONAL ENGINEERING AND LAND SURVEYING,SECTION 7209,FOR ANY 28.82 4'SDR-35 30.40 87.8' 4"SDR-35 @ 2.8% 31.19 31.30 PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OFA LICENSED INV. O s- S- S s- S- S- S- S PROFESSIONAL ENGINEER OR LAND SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF R/O 29.02 ST-1 PIPE,TYP. 4'SDR-35 co AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR ISALTERED,THE ENCLOSURE m PIPE R/O °� 4-SDR-35 ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIXTO THE ITEM HIS SEALAND THE NOTATION"ALTERED BY'FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH CONC. 1o1 ENCLOSURE INV. PIPE EGRRESS ALTERATION,AND ASPECIFIC DESCRIPTION OF THE ALTERATION. 4"SDR-35 SLATE WIN.WELL, INV. PIPE,TYP. INV. CO 31.79 CO TYP 31.33 31.22 DIP DIP \ COPIES E THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S BLUE INKED DIP CO INV. 1- INV• \` SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ~ INV. B 11.0' 31,3 Z 31.90 11.0'_ 2 A 31.33 11.0' b 14.5' o o - ri 14.5' b o11.1'o NO PHYSICAL EASEMENTS ON PROPERTY UNLESS NOTED.RECORDED EASEMENTS U - 14.3' N ai q 13.2' iV ❑U 13.2' N 14.2' ,.,i C3 13 2' iV OR RIGHT OF WAYS,IF ANY,NOT SHOWN ARE NOT CERTIFIED. in 13.2' T I co a❑ Ip 'o N I a 2.0' UNDERGROUND,OVERHEAD AND GROUND LEVEL UTILITIES ARE NOTGUARANTEED I 2 D, 2 D I 2.0'o AS TO ACCURACY,EXISTENCE,EXACT LOCATION,TYPE OR USE,ACTNEOR INACTIVE. 2 0' t6 ELECTRIC AND GAS UTILITY LOCATION PROVIDED FROM PSEG DISTRIBUTION DESIGN A 1 STORM FRAME 1 STORYI FRAME 2.0' PLAN DATED 7/21/18.LOCATION OF GAS AND UTILITY ISAPPROXIMATEAND LOCATED '0W 0 WIw- RES I D NCE w `" RES I D NCE TYPICALLY IN THE SAME TRENCH.ACCURACY OF UTILITY IS NOT GUARANTEED NOR IS I- h „„ io THERE ANY GUARANTEE THAT ALL EXISTING UTILITIES ARE SHOWN ON THIS MAP. Z❑ M Ja Oa '` r CONSULT WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY DIGGING OR 000 - ou~i UNIT 24 F.FL,q 34.5 UNIT 23 'O`n UNIT 22 F.FL.x.35.1 UNIT 21 FURTHER DESIGN. 154CG.FL.�33.9 5,3' A' G.FL.x,34.4 5.3' r r ___ - PREPARED MAPPING GOES NOT DEPICT GROUND SURFACE,OR SUB SURFACE 'n (- _____ r CONDITIONS IF ANY,INCLUDING BUT NOT LIMITED TO WETLANDS,WATER COURSES,_--- r SOIL CONDITIONS,VEGETATION,TREES,PATHS,DEBRIS OR ANY OTHER CONDITIONS 3.3' U 3.3' IOTHER THAN VISIBLE PERMANENT STRUCTURES. GARAGE GARAGE I 25' "' 0 2.6' GARAGE i I 3.3 - 12.4' `O Ov ° 2.5' 1 GARAGE I 2.5' COPYRIGHTO NELSON&POPE,ENGINEERS AND SURVEYORS.ALL RIGHTS C. of Gf S/ELEC. GAS/EL C. I I V RESERVED.NO PART OF THIS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, METER E G METER I p 2.F)'16 RECORDING OR BY ANY OTHER MEANS,OR STORED,PROCESSED OR TRANSMITTED N o � G ^ 0 18.8' I ' 18 7' OC i0 IN OR BY ANY COMPUTER OR OTHER SYSTEM WITHOUT THE PRIOR WRITTEN 18 7 18 4' V PERMISSION OF THE SURVEYOR. d'13.0'r 13.0' /v(�rWe_CD X1,� M 7-J w w WIN.O.H. �' 3ADDITIONAL IMPROVEMENTS AND/OR POSSESSION,IF ANY,NOT LOCATED,NOT m >_ m m CONC. D /��-y� ' ),/( SHOWN ONC. x ox = I I w ' v/�-(//' a 3ALL SANITARY PIPING 4`SDR-35,TYPICAL. F m F m ww F-v Fw3 ® Cl mw„co I Ww U_ m U_ m U_ 3 > w a�� �� ® SUFFOLK COUNTY DEPART(�ENTOF HEALTH SERVICES D w ®U3a� _ _ _ _ _ _ �� �� _ _ _ _ _ cU APPROVAL OF CONSTRUCTED WORKS FOR �m DROP CURB 3 B.B.CURB _ 3 DROP CURB 16 e�A SINGLE FAMILY RESIDENCE wc7 W _w-W -W-w - -W-�Jy�_W-W -W-' w-w w -w - Dat 8.019 10" WATER MAIN ELEC.SERVICE I I --- H.S.Ref.No.kQ f�-0D/f The seuva posal and water supply facilities at this location have been GAS SERVICE ge diS Inspected and/or certified by this Departmen r other agencies and found b be satisfactory FOR A MAXIMUM�F. BEDROOMS. �CIF N E� �e.O opVID p� MILLSTONE LANE Craig Knopper, P.E., Chief �z SUB PAVEMENT Iof W_@G;_Elk11114 r O I � � I N0.06v �J REVISED HEALTH DEPARTMENT REFRENCE NUMBER'S AND ARE J � LAND S 03-23-2018 FOUNDATION LOCATION SANITARY AS-CONSTRUCTED PLAN FOR HEALTH DEPARTMENT REFRENCE NUMBERS&AREA'S 09-05-2018 SANITARY AS-BUILT UNITS 22-24 UNIT DESIGNATION MAP OF 12-03-2018 SANITARY SYSTEM REV. UNIT No. HDRREFNo. HABITABLE AREA GARAGE AREA TOTAL GROSS FLOOR AREA HARVEST POINTE CONDOMINIUM 1 22 R10-17-0076 1,599 S.F. 363 S.F. 1,9625.F. 112-06-2018 LOCATEREVISED GAS FILE NO.:471 FILED January 09, 2018 12-19-2018 SITUATED AT 23 1,1,599 S.F. 363 S.F. 1,962 S.F. HABITABLE AREA CUTCHOGUE REVISED HEALTH 24 �R10-17-0078 1,599 S.F. 363 S.F. 1,962 S.F. DEPARTMENT TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 01-09-2019 REFERENCE S.C.T.M.DISTRICT 1000,SECTION 102,BLOCK 0100,LOTS 22,23&24 NUMBERS AND AREA'S NELSON & POPE SANITARY SYSTEM AS-BUILT TABLE STRUCTURE NAME I TIE A TIE B 4 ` ENGINEERS & SURVEYORS 572 WALT WHITMAN ROAD,MELVILLE,N.Y. 1174 UNITS#22-24 F1 n 1 S -- �1`I ��h,,,. 1 �,. PHONE(631)427-5665 FAX(631)427-5620 '�' ( Z ( WWW.NELSONPOPE.COM ST-1 34.7 26.1 _`_-. --. a ST-2 41.5' 29.6' pp pp� g. r , mV.�i ,�t INDIVIDUALSURVEYS SUlh F^`�° L "-- 6;r..aG' dr` DRAWN BY: NP CADD No.: 00026 IS SCALE: LP 56.1 42.7' 14�u �'�S;-tau':-;l "G,r'F p" ` . Fj CHECKED BY: PE FILE NO.: SHEET NO.: 'I OF'I DATE: 05-07-18 PROJECT NO.: 00026 ill=30' GRCH ARCHITECTURE PC 8750 EXPRESS DRIVE SOUTH SUITE 202 IsLANDIA, NY 11749 W W W.GRCHARCHITECTURE.COM (631)S643398 D [ AVL DD March 12,2018 MAR 1 5 2018 Town of Southold TOWN OF SOUTHOLD Building Department 53095 Route 25 Southold, NY 11971 Attn. Ms.Amanda Nunemaker Re: Harvest Pointe at Cutchogue Models B, B-1,B-2,C and Alternate Elevation Documents Dear Ms. Nunemaker: Please note that where stated on: Elevations: "Centerline of 2-hour separation wall" Foundation Plan, Floor Plans, Roof Plan and Building Sections: "Centerline of 2-hour separation wall per UL#336 Sheet FW2: "2-Hour Firewall separation detail" U ailed is a 2-Hour Firewall in this application. Respectfu submitted, Ep AR . cy� Gle ery ,AIA, L AP J Z Pri Ipal 38 y0 F I�IE� Job r sS Triuss ype tyy Harvest Pointe B-2 180108048 PB10 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:36:43 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-mZxbjd5KLUPIH83206dPEK?o1 boPmZoinF3TB?zrgf 20-b-14 2010-14 ' Scale=1:33. = d 7.00F1_2 5x6 _ 5x6= 3 1 4 5 6 7 1n Mo T fln 12I 8g 1o 1rt� o G 3x4= 15 14 .13 12 11 10 3x4= 3x4= 10-9-121 19-3-2 _20 0 1 0_6_12 18-5-6 0 9�-12 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) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCLL 155.0.0 Rep Stress Incr YES WB 0.09 Hor (CT) 0.00 8 n/a n/a BCDL 10.0 g BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:66 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 2-0-0 oc purlins(6-0-0 max.):3-7. 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 20-1-11. (lb)- Max Horz 1=31(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,9,2,13,14,11,8,15,10 Max Grav All reactions 250 Ib or less at joint(s)1,9,15,10 except 2=262(LC 30),13=512(LC 29),14=463(LC 29), 11=463(LC 29),8=262(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-13=-445/91,4-14=-405/82,6-11=405/82 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 11;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 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,9,2,13,14,11,8, 15,10. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)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 NEjy Y Gj \5•�0�. G �ir n � 56308 Q� AROFESSIONP� Job russ russ e Yp ty y Harvest Pointe B-2 180108048 PB10A GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc. Thu Jan 25 12:36:49 2018 Page' I D:xK30GYLb04sCyprNOgrYEYzvB2g-aj lszh95xKAR?3XCM NkpUbFp??rfAH3eABWnOfzrgFi 20-0-14 20-0-14 Scale=1:33. 5x6= 5x6= I� 3 4 16 5 7 6 7 7.00 12 d I 0 TIT I T T 1 1 289 m o_ 7r I� 0 0 3x4= 15 14 13 12 11 10 3x4= 3x4= 0-9-12 19-3-2 ^ 0-0-1 0-9-12 18-5-6 0-9-12 LOAD TCLL (psf) 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.43 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:76 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 2-0-0 oc purlins(6-0-0 max.):3-7. 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 20-1-11. (lb) -Max Horz 1=-55(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)13,14,11,15,10 except 1=325(LC 38),9=-317(LC 30),2=-133(LC 11),8=-123(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,9 except 2=677(LC 30),13=530(LC 29),14=370(LC 29), 11=370(LC 29),8=677(LC 30),15=351(LC 38),10=340(LC 40) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-13=460/95,4-14=342/83,6-11=-342/82,3-15—256/58,7-10=256/48 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).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,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 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 4-0-0 oc. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13,14,11,15,10 except at=lb)1=325,9=317_2=133,8=123. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer: 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OF NEW Y LOAD CASE(S) Standard r . n W !l/ ` 56308 F,= v AROFESSIOX4 Job fuss I Russ I ype Ply Harvest Pointe B-2 18010804B P131 013 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:36:54 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-xg5100D Elsok5gPA9wJ_BfyeVOXtrYxNJTDY4tzrgF 7-2-2 12-10-11 20-0-14 7-2-2 5-8-9 7-2-2 Scale=1:33. 3x4= 2x4 I I 3x4= 4 l4 II 5 6 2x4Ill '- 7 0 7.00 12 3 Ck T T\ 4 T T 14 15 1 2 8 Li Li B 9 o i�1r 0 6 3x4= 13 12 11 10 3x4= 2x4 11 2x4 11 3x4= 2x4 11 ,0-9-12, 19-3-2 20-0-14 0-9-12 18-5-6 0-9-12 Plate Offsets(X,Y)-- [4:0-2-0,Edge] [6:0-2-0 Edge] LOADING(psf) 23 1 SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP CLL(Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.57 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.16 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:74 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 2-0-0 oc purlins(6-0-0 max.):4-6. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 20-1-11. (lb)- Max Horz 1=-78(LC 7) Max Uplift All uplift 100 Ib or less at joint(s)12,13,10 except 1=-456(LC 38),9=-434(LC 30),2=-144(LC 11), 8—126(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,9 except 2=781(LC 30),12=447(LC 29),13=590(LC 38), 10=585(LC 40),8=781(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-108/282 WEBS 5-12=-396/80,3-13=-492/126,7-10=492/121 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 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,Lu=74-0-0 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water ponding. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,13,10 except Qt=lb)1=456,9=434,2=144,8=126. 9)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. 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the tap and/or bottom chord. OF,NE[�r Y LOAD CASE(S) Standard �.�P �OpHER G Qpm V E: 0 LU 56300 t�}' V ROFESS104 Job russ I russ I ype Qty Ply Harvest Pointe B-2 18010804B PB10C GABLE 1 1 _ Job Reference(optional) Universal Forest Products,5831 S.NG 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:36:59 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-Ieve46HMaPQ1 Cbl7yTvAuigUV1 E?Wo66TkxJl4zrgF 9-2=1310-10-1 20-0-14 9-2-13 1-7-4 9-2-13 Scale=1:38. 3x4= 2x4 11 3x4= 4 5 v Io 6 I o 7.00 12 2x411 15 16 2x411 3 7 1 17 I 1 '9 T w T T 1 2 89 0 0 0 6 3x4— 13 12 11 10 3x4= 2x4 11 2x4 11 3x4= 2x4 11 9 1 19-3-2 0-0-14 9 1 18-5-6 g_1 Plate Offsets(X,Y)-- [4:0-2-0,Edge] [6:0-2-0 Edge] LOADING(psf) SPACING- 1-7-3CSI. DEFL. in loc I/defl Ud PLATES GRIP TCLL 23.1 ( )" (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.56 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.17 . Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:77 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 2-0-0 oc purlins(6-0-0 max.):4-6. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.- REACTIONS. All bearings 20-1-11. (lb)- Max Horz 1=102(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)except 1=447(LC 38),9=-421(LC 30),2.152(LC 11),13=102(LC 11), 8=-130(LC 12),10—100(LC 12) Max Gray All reactions 250 Ib or less at joint(s)1,9 except 2=857(LC 30),12=258(LC 44),13=616(LC 38),8=857(LC 30),10=614(LC 40) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-128/294 WEBS 3-13=-507/150,7-10=-507/148 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;MW,FRS (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 11;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)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Provide mechanical connection(by others)of truss-to bearing plate capable of withstanding 447 Ib uplift at joint 1,421 Ib uplift at joint 9, 152 Ib uplift at joint 2,102 Ib uplift at joint 13,130 Ib uplift at joint 8 and 100 Ib uplift at joint 10. 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. 11)Graphical purlin representation does not depict the size.or the orientation of the purlin along the top and/or bottom chord: OF NEVy Y LOAD CASE(S) StandardP O OpF1ER G . 'Q•r 0" cul. 56308 A�OFESSIONP� Job russ rusS ype ty y Harvest Pointe B-2 180108048 PB11 GABLE 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Welt Industries,Inc.Thu Jan 25 12:37:03 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-AP88vTKtedxSgDbu BJ_62YgD8fb9ScaiOMvXurzrgF 10-0-7 20-0-13 10-0-7 10-0-6 44= Scale=1:39. 4 7.00 F12 12 13 2x4 11 2x4 11 g 5 T 1 T T T 1 2 67 o 00 3x4= 11 10 9 8 3x4= 2x4 I1 2x4 11 3x4= 2x4 I I 9-1 19-3-2 0-0-1 0-9-1 18-5-6 -9-1 Plate Offsets my)-- (5.0-0-0,0-0-01 T (psf) CLL 23.1 SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES . GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.32 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.15 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S 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. 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. All bearings 20-1-11. (lb)- Max Horz 1=-1 13(LC 7) Max Uplift All uplift 100 Ib or less atjoint(s)except 1=-316(LC 21),7=7273(LC 22),2=-1 47(LC 11),11=-112(LC 11), 8=-111(LC 12),6=-1 24(LC 12) Max Grav All reactions 250 Ib or less atjoint(s)1,7 except 2=566(LC 21),10=252(LC 21),11=463(LC 2.1),8=463(LC 22),6=540(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-11—327/1,60,5-8=-327/159 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) 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 qualifiedbuilding 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 316 Ib uplift at joint 1,273 Ib uplift at joint 7, 147 Ib uplift at joint 2,112 Ib uplift at joint 11,111 Ib uplift at joint 8 and 124 Ib uplift at joint 6. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 9)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. LOAD CASE(S) Standard '(SOF NEW '<P OPHER r � w R1 56308 AROFESS10t, Job russ Truss Type Uty y Harvest Pointe B-2 180108048 PB13 GABLE 11 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:37:06 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-b_gHYVMIxYJ1YgKTsRXpgBSjAsdufzB84K7BUAzrgE 10-0-7 21-2-7 10-0-7 11-2-0 6x6 Scale=1:38. 7.00 12 2x411 2x411 5 5.81 L12 15 3 T T 2 2x4 II 6 T ST T 12 0 8 I-T 3x4= 13 12 11 10 9 48 7 1 011 2x4 11 2x4 11 3x4= 2x4 11 20 11 -12 20-8-15 -1 19-11-3 23-1-14 H2-4-15 Plate Offsets(X,Y)-- (4:Edge,0-3-81 LOADTCLL (psf) 231 SPACING- 1-7-3 CSI. DEFL in (loc) I/def] Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) 0.02 8 n/r 180 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.15 Vert(CT) 0.00 8 n/r 80 BCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.01 14 n/a n/a BCDL 10.0 Code IRC2015/fP12014 Matrix-S Weight:88 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 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-2-14. (lb)- Max Horz 1=-1 28(LC 9) Max Uplift All uplift 100 Ib or less atjoint(s)10,9,14 except 1=323(LC 21),2=148(LC 11),13=-113(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1 except 2=569(LC 21),12=276(LC 21),13=460(LC 21),10=350(LC 4),9=257(LC 2),14=301(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-14=-301/123 WEBS 3-13=-348/160,5-10=-273/146 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]eft 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 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)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)14 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)10,9,14 except(jt=lb) 1=323,2=148,13=113. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified b OF NEW Y designer. C.�P �Op"ER G O'Qi LOAD CASE(S) Standard Q�f' w n 4U S630B !per AROFESS01 Job rusS I n1SS I ype Qty y Harvest Pointe B-2 18010804B PB20 GABLE 5 1 Job Reference o tional Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Wek Industries,Inc.Thu Jan 25 12:37:08 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-XNyl yBOOSAZln_UszsZHIcY3?glk7uMRXecIY3zrgE I 2x4 11 Scale=1:28. 3 6 10.53 12 T co 1 ;a 21 0 1 5 2x4 6 o 3x4= 4 0-7-3 5-5-14 5-9-6 4-10-12 -3- Plate Offsets(X,Y)-- f2:0-1-6,0-1-81 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL in (loc) I/dell L/d PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.44 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.25 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-P Weight:26 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 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) 1=-451/5-9-11 (min.0-4-9),5=0/5-9-11 (min.0-4-9),2=712/5-9-11 (min.0-4-9),4=158/5-9-11 (min.0-4-9) Max Horz 1=144(LC 10) Max Uplift1=-541(LC 21),2—427(LC 11),4=-43(LC 8) Max Grav 1=398(LC 11),2=805(LC 21),4=210(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-289/380 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 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)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 4-0-0 oc. 7)Bearing atjoint(s)1,5,2,4 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)4 except Qt=1b)1=541, 2=427. 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 NEW �Op-HER G r 0'_ t7LU 56308 �Ci= A�OFESSIONP� Job russ I fuss Type Qty Fly Harvest Pointe B-2 18010804B PB25 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:37:11 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-xydAbCQul5xKeRCRf_7_NE9U?tKrKF5tDcry9Ozrg E 5-3-3 5-9-7 5-3-3 0-6-3 3x4= 4x4 I I Scale=1:26. 3 4 IN 0 10.53 12 T 09 rt 1 7 `* v v 12 0 I� 6 44 ii b 3x4= 5 0-7-3 5-5-15 5-9- 0-7-3 4-10-12 0-3- Plate Offsets(X Y)-- f3:0-2-0 Edgel r4:Edge 0-3-81 [5:0-1-4,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.72 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.16 Vert(CT) n/a n/a 999 BCLL 10.0 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:25 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 `Except" TOP CHORD Structural woad sheathing directly applied or 5-9-11 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins:3-4. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=-382/5-9-11 (min.0-4-12),6=0/5-9-11 (min.0-4-12),2=638/5-9-11 (min.0-4-12),5=163/5-9-11 (min.0-4-12) Max Horz 1=130(LC 10) Max Upliftl=-727(LC 31),9=236(LC 11),5=-45(LC 8) Max Gravl=216(LC 11),2=1135(LC 31),5=268(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-190/49212-3=-280/87 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) 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 11;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)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)1,6,2,5 considers parallel to grain value using ANSUTPI 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)5 except(jt=lb)1=727, 2=236. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. (SOF NEW Y LOAD CASE(S) Standard C �&IAER G O,Q� r � n W 2 56308 ARS sslo�P Job russ I russ Fype tyy Harvest Pointe B-2 18010804B PB25A GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:37:15 2018 Page' 5-9-7 ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-gjthQaTPpJ R173WCugBwX4KHcUkVG3ST8 Ep919zrgE 5-9-7 Scale=1:19. 44= 2x4 [I l0 3 8 4 12 Li 10.53 12 T 0 W1 W2 0 N X12 B1 Lj O 2x4= Ir 7 6 6 5 2x4= 2x4 f I 0-72 5-5-15 5-9-7 0-7-3 4-10-12 0-3- LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.29 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.05 Vert(CT) n/a n/a 999 BCDL 155.0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 7 n/a n/a BCDL 10.0 g BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:25 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-11 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins:3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 5-9-11. (lb)- Max Horz 1=85(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)5,6 except 1=290(LC 31),2=-164(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,5,6 except 2=563(LC 27) 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) 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 11;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)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 4-0-0 oc. 8)Bearing at joint(s)1,7,2,5 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)5,6 except Qt=lb) 1=290,2=164. 10)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. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)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 GOPHER `5 r • UIQ- r � n w ` S630a Q� AROFESSIO��� Job russ russ ype Qty Plyest Pointe B-2 180108046 Tot COMMON 6 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC _ � 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:37:17 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-m6_RrFVfLxiTMMgb?FEOdVPXRIKPjxglcYIGN1 zrgEI r0-11-q 7-1-0 14-2-0 15-1-0 0-11-0 . 7-1-0 7-1-0 0-11-0 4x4= Scale=1:40. 3 9.00 FIT 9 10 CC 3x10 3x10 2 4 5 1 2 IM LT 8 7 3x6 11 6 4x8= 3x6 11 0,4-12 7-1-0 13-9-4 -1t2r0 0'4-12 6-8-4 6-8-4 0-4- 2 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.65 Vert(LL) -0.03 7-8 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.35 Vert(CT) -0.07 7-8 >999 360 BCLL 10.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 7-8 >999 360 Weight:84 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*Except*. BOT CHORD Rigid ceiling.directly applied or 10-0-0 oc bracing. WI:2x6 SP No.2 REACTIONS. (Ib/size) 8=597/0-4-8 (min.0-1-8),6=597/0-4-8. (min.0-1-8) Max Horz 8=151(LC 9) Max Uplift8=-59(LC 11),6-59(LC 12) Max Grav8=605(LC 2),6=621(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-558/315,3-9=408/333,3-10=-383/333,4-10=533/315,2-8=-548/299,4-6=-548/299 BOT CHORD 7-8=-185/370,6-7=-152/279 WEBS 3-7.=-253/214 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 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)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 R502.1,1.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard '(SOF NEW Opp UI- 56308 V AROFESSOX o rusS Truss TypeQty- Ply Harvest Pointe B-2 18010804B T01 GE COMMON SUPPORTED GAB 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:37:20 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-AggaUHXXes42DgO9gNn5 E81 AYVRWwIYCIV WwzMzrgl 0-11-0 7-1-0 14-2-0 15-1-0 0-11-0 7-1-0 7-1-0 0-11-0 4x4= Scale=1:33. 6 5 7 9.00 12 4 .8 T T T 9 3 T 10 T 2 T T 77 I? 20 19 18 17 16 15 14 13 12 Or A 14-2-0 0`- 2 13-9-4 LOADTCLL (psf) 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL. 1.15 TC 0.15 Vert(LL) 0.00 .10 n/r 180 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.06 Vert(CT) 0.00 10 n/r 80 BCLL 10.0 Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 12 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:92 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 cc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals. WEBS 2x6 SP No.2 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 20=-151(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)12,17,18,15,14 except 20=-1 22(LC 7),19=-1 28(LC 8), 13=-1 14(LC 12) Max Grav All-reactions 250 Ib or less at joint(s)20,12,16,17,18,19,15,14,13 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.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;porch left 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 ll;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 2x4 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)12,17,18,15,14 except(jt=lb)20=122,19=128,13=114. 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 (SOF NEWY �Q' OpHER G .O'Q,i Uj n � v ROFESS1011 t Job russ I cuss I ype ty y Harvest Pointe B-2 180108048 T02 COMMON 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:37:23 2018 Page I D:xK3oGYLb04sCyprNOgrYEYzvB2g-bFMi6JaQwnSd4H7kMW LosmfbylLO7b2e_Tlbahzrq E 11 0 6 2-4 12-1-0 17-11-12 24-2-0 5-1- -11- 6-2-4 5-10-12 5-10-12 6-2-4 11- 5x8= Scale=1:60. 9.00 12 5 46 4x6 4 6 4x4, 4x4 3 7 Ci Ci W3 3x4 11 2 5 3x4 11 2 8 ' 9 Im Bi B2 Ell 1312 11 10 46= 3x8= 46= 46= 0-4-112 6-2-4 13-5-0 24-2-0 0-4- 2 5-9-8 7-2-12 10-9-0 Plate Offsets(X,Y)-- 4:0-3-0 Edgel r6:0-3-0 Edgel LOADTCLL (psf) 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.1412-13 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.2912-13 >553 360 BCLL 10.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.28 12-13 >568 360 Weight:175 lb FT=4%. LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except' WEBS 1 Row at midpt 3-12,5-12 WI:2x6 SP No.2 REACTIONS. (Ib/size) 12=890/0-6-0 (min.0-1-8),10=485/0-6-0 (min.0-1-8),13=588/0-4-8 (min.0-1-8) Max Horz 13=221(LC 10) Max Upliftl2=-56(LC 11),10=75(LC 12),13=-68(LC 11) Max Grav 12=933(LC 2),10=526(LC 22),13=607(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-446/458,7-8=-404/165,2-13=-424/359,8-10=-426/169 BOT CHORD 12-13=-133/396 WEBS 3-12=-332/215,5-12=-277/1,7-12=-326/201,3-13=-273/118 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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)12,10,13. 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 NEvVY op ER G � ,`5� � 1 m S630B AROFESStO&I Job russ I russ I ypety ly - Harvest Pointe B-2 18010804B T02GR COMMON GIRDER 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:37:30 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-ucHMaifpHwKdQM94GUzReFSjaXiXGfsgb3xSKnzrq E Q 11x0 6-2-4 12-1-0 16-0-3 19-11-5 24-2-0 0'-11-0 6-2-4 5-10-12 3-11-3 3-11-3 4-2-11 9.00 F124x6 4x6 Scale=1:70. 4 15 6 16 46 O 7 4x4"�' 3 4x4 Q 8 5 2x4 11 2 3x4 11 9 2 ' B2 IT 1413 1712 18 11 19 20 21 2 10 4x6= 3x8=5x12 MT18H= 5x12 MT18H= 10x12= O-A-,12 13-5-0 18-7-12 , 24-2-0 0- 12 13-0-4 5 2-12 5-6-4 Plate Offsets(XY)-- (4:0-3-0,Edge] [6:0-3-0Edge] f7:0-1-40-1-121 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl . Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.82 Vert(LL) 0.0813-14 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.60 Vert(CT) -0.1210-11 >999 360 MT18H 197/144 BCLL 10.0 Rep Stress Incr NO WB 0.83 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.05 13-14 >999 360 Weight:370 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3"Except' W6;W9:2x4 SP No.2 or 2x4 SPF No.2,WI:2x6 SP No.2 REACTIONS. (lb/size) 13=8087/0-6-0 (min.0-4-2),10=4551/0-6-0 (min.0-2-5),14=37/0-4-8 (min.0-1-8) Max Horz 14=214(LC 24) Max Upliftl3—537(LC 10),10=305(LC 10),14=-291(LC 27) Max Grav 13=811 O(LC 2),10=4593(LC 4),14=515(LC 19) FORCES. (lb)-'Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-407/261,3-4=-148/660,4-15=-83/669,5-15=-82/779,5-6=-35/962,6-16=-55/832, 7-16=-74/824,7-8=-3249/301,8-9=-1 106/138,2-14=-426/202,9-10=-752/114 BOT CHORD 13-14=-398/361,13-17=-62/513,12-17=-62/513,12-18=-62/513,11-18=-62/513, 11-19=-1 41/2505,19-20=-141/2505,20-21=-141/2505,10-21=-1 41/2505 WEBS 3-13=-394/209,5-13=-1 213/70,7-13=-3519/404,7-.11=-494/5845,8-11=-203/311, 8-10=-2377/131,3-14=-169/543 NOTES- 1)2-ply truss to be connected together with 10d(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottdrn chords connected as follows:2x6-2 rows staggered at 0-4-0 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.Il;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;porch left 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 11;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. �F NE 7)All plates are MT20 plates unless otherwise indicated. <1_ Iv yo 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except ' Qf – ERG 10=305,14=291. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 an• r f standard ANSI/TPI 1. V 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1745 Ib down and q5I up 13-8-9,1745 Ib down and 105 Ib up at 15-3-12,1745 Ib down and 105 lb up at 16-10-15,1509 Ib down and 105 Ib up c9 -6- , Ib down and 102 Ib up at 20-1-5,and 12911b down and 102 Ib up at 21-8-8,and 1551 Ib down and 101 Ib up at 23-3- n chord. The design/selection of such-connection device(s)is the responsibility of others. Uontinued on page 2 66308 v A�OFESSIOX4 Job russ russ ype ply Harvest Pointe B-2 18010804B T02GR COMMON GIRDER 1 n 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:37:31 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-Morkn2gR2ETU1 WkHgBUgBS_uKx2m?66pgjhOsDzrgE' LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-61,2-5=-61,5-9=-61,10-14=-16 Concentrated Loads(lb) Vert:13=-1745(F)11=-1466(F)17=-1745(F)18=-1745(F)19=-1261(F)20=-1261(F)21=-1551(F) OF NElyY rT�Py,�OPHERG .�'Q.r S63U0 �� v AROFESSIONP Job russ cuss e yp Qty y Harvest Pointe B-2 180108046 T02SGE GABLE � 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:37:34 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-mNWsQ4iJK913vzTsVK1 Np5cTA86yCamGWhvgTYzrgE` 110 6-2-4 12-1-0 17-11'-12 24-2-0 5-1- 11- 6-2-4 5-10-12 5-10-12 6-2-4 -11- 5x8= Scale=1:60. 9.00 F12 5. 46 46 4 6 44 44 3 7 1 6 W3 3x411 2 SI-10 3x4 II 2 ET9 S 1 8 1 S 9 IM 13 12 11 10 46= 3x8= 8x8= 46= 0-ft-,12 6-2-4 13-5-0 24-2-0 0-4- 2 5-9-8 7-2-12 10-9-0 Plate Offsets(X,Y)-- [4:0-3-0 Edgel r6:0-3-0,Edge],[111:0-4-0,0-4-81,-[16:0-2-0,0-0-121,[16:0-2-0,0-0-51,r28:0-1-6,0-1-01 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL in (loc) I/clef], L/d PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.1412-13 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.2912-13 >553 360 BCLL 10.0 Rep Stress Incr YES WB 0.32 Horz(CT) 0.01 10 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.28 12-13 >568 360 Weight:240 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 3-12,'5-12 Wl:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size)" 12=890/0-6-0 (min.0-1-8),10=485/0-6-0 (min.0-1-8),13=588/0-4-8 (min.0-1-8) Max Horz 13=221(LC 10) " Max Upliftl2-56(LC 11),10=-75(LC 12),13=68(LC 11) Max Grav 1 2=933(LC 2),10=526(LC 22),13=607(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-446/458,7-8=-404/165,2-13=-424/359,8-10=-426/169 BOT CHORD 12-13=-133/398 WEBS 3-12=-332/215,5-12=-277/1,7-12=-326/201,3-13=-273/118 . NOTES­ 1) 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 drip 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 ANSIfTPI 1. 3)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 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 2x4 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)12,10,13. . 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI:1. LOADCASE(S) Standard OF NEWY (pPHERG 6630E ARO Ssio��'�' Job russ russ I ype Qty y Harvest Pointe B-2 [� 180108048 T03 PIGGYBACK BASE GIRDE 1 2 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:37:49 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-gGwXZCukomkwCH6ktzouwFk3 PBE?DDYTzW2zVBzrq E1 -p-110 4-5-5 7-6-7 10-7-9 14-2-5 16-11-6 20-0-0 0-11 3-1-2 3-12-9 2 3-0-10 8 8— CR TA Dil 10.53 F12' 4x4— 19 20 11 Scale=1:57.: 5x6= 4x6= 1 3 5x6= 9.00 F12 rfa r5ZI 10 17 V 11 16 2x4 11 2 4 2 �1 14A21 21 12 22 11 23 24 10 25 26 9 5x6= 4x6— 7x14 MT20HS= 12x12= 5x12 MT18H- 10x12= Oi7-12 5-7-0 5-10 0 10-7-9 15-2-0 20-0-0 0-7-f2 4-11-4 0 -0 4-9-9 4-6-7 4-10-0 Plate Offsets(X,Y)-- r3:0-3-12,0-1-121,[4:0-2-4 0-1-121 [6:0-2-4,0-1-121,[7:0-2-8,0-1-121,[10:0-6-0,0-6-41,[11:0-3-8,0-6-41 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL. in .(loc) Well . Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.0810-11 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.1410-11 >999 360 MT20HS 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.02 9 n/a n/a MT18H 244/190 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.03 10-11 >999 360 Weight:363 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except BOT CHORD 2x8 SP DSS end verticals,and 2-0-0 oc purlins(4-6-6 max.):3-5,6-8. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W5,W9:2x4 SP No.2 or 2x4 SPF No.2,Wl:2x6 SP No.2 6-0-0 oc bracing:13-14. WEBS 1 Row at midpt 7-9 REACTIONS. (Ib/size) 9=7501/0-6-0 (min.0-3-15),14=0/0-4-8 (min.0-1-8),13=8154/0-6-0 (min.0-4-4) Max Horz 14=230(LC 6) Max Uplift9=390(LC 6),14=REL,13=716(LC 9) Max Grav9=7804(LC 30),14=331(LC 41),13=8456(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-271/158,3-16=-139/296,3-17=-195/438,4-17=-195/438,4-5=-6863/303, 5=18=4707/226,6-18=-4673/237,6-19=-3918/231,7-19=-3917/231,2-14=-433/160 BOT CHORD 13-14=-286/228,13-21=_1 44/2928,12-21=-I 44/2928,12-22-144/2928,11-22=-144/2928, 11-23=-347/6872,23-24=-347/6872,10-24=-347/6872,10-25=-173/2499,25-26=-173/2499, 9-26=-173/2499 WEBS 3-14=442/334,3-13=-573/227,4-13=-6577/445,4-11=398/6989,5=11=526/62, 5-10=4512/246,6-10=-1 43/2837,7-10=-289/6101,7-9=-6686/336 NOTES- 1)2-ply truss to be connected together with I Od(0.120"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-4-0 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 11;Exp B;Partially Exp'.;C11=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 20.0 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)All plates are MT20 plates unless otherwise indicated. (SOF NEW yO 9)Pro vide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except ' �, HER 10)"A"indicates Released bearing:allow for upward movement at joint(s)14. 11)This truss is designed in accordance with the 2015 International,Residential Code sections.R502.1 1.1 and,R802.10.2 dY fwe c. standard ANSI/TPI 1. 1.2)Graphical purlin representation does not-depict the size or the orientation of the purlin along the top and/or bottom chor•.n �, -ontinued on page 2 66308 AROFESS10\4 Job russ russ ype typly Harvest Pointe B-2 18010804B T03 PIGGYBACK BASE GIRDE 1 2 Job Reference(optional) Universal Forest Products,5637 S.NG 62,Burlington,NC. - 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:37:50 2018 Page NOTES- ID:xK3oGYLb04sCyprNOgrYEYzvB2g-ISUwnYuMZ4snpRhwRhK7STHE9baEygncBAnW1 dzrgE 13)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1903 Ib down and 167 Ib up at 7-3-13,1816 Ib down and 136 Ib up at 8-11-0,1734 Ib down and 106 Ib up at 10-6-3,1719 Ib down and 86 Ib up at 12-1-6,1812 Ib down and 81 Ib up at 13-8-9,1812 Ib down and 81 Ib up at 15-3-12,and 1,812 It down and 81 Ib up at 16-10-15,and 1509 Ib down and 81 Ib up at 18-6-2 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(plf) Vert:1-2=-61,2-3=-61,3-5=-61,5-6=-61,6-6=-61,9-14=-16 Concentrated Loads(lb) Vert:11=-1 734(B)10-1812(B)21=-1 903(B)22-1816(8)23=-1 719(B)24=-1812(B)25=-1812(B)26=-1466(B) I OF NEWY CQ' HER Gj (OpIS . _r ncE W my S6308 Q,= AROFESSIONP� Job russ Iruss Fype Qty Ply Harvest Pointe a-2 180108046 Toa f=lat Girder 1 2 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:01 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-UZf4411 F_SEEe712aUOiPnE5hl JP1 gdEjOybwUzrgE 1 2-3-0 9-4-816-6-0 23-7-8 30.9-0 34-7-3 38-8-14 2-3-0 7-1-8 7-1-8 7-1-8 7-1-8 3-10-3 4-7-11 Scale:3/16"=' 2x4 11 4x6= 2x4 II 3x8= 3x6= 3x4= 3x8=3x6= 3x4= 46= 1 2 34 5 6 7 g r, 95i3 T2 5ZI 10 11 I 20 21 19 22 _ 23 18 24 25 17 26 27 28 2916 30 31 32 15 113 34 35 36 13 37 38 39 1240 41 11 2x4 11 4x6= 4x4= 2x4 11 4x8= _4x8= 2x4 II 4x8= 4x4= 48= 2-0-02 3 0 _ 9-4-8 16-6-0 23-7-8 30-9-0 34-7-3 38-8-14 _0_001 _ _0 7-1-8 7-1-5 7-1-8 7-1-8 3-10-3 44 Plate Offsets(X,Y)-- [7:0-3-8,0-1-61 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.0914-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.49 Vert(CT) -0.1814-16 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.02 13 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.10 14-16 >999 360 Weight:515 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(6-0-0 max.):1-10, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 11=-388/0-2-14 (min.0-1-8),19=2183/076-0 (min.0-1-8),13=4148/0-6-0 (min.0-2-7) Max Horz 19=114(LC 6) Max Upliftl l=428(LC 33),19=762(LC 5),13=-1 412(LC 6) Max Grav 11=121(LC 6),19=2191(LC 2),13=4150(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-3035/1030,4-5=-3035/1030,5-6=-3035/1030,6-7=-1577/547,7-8=-670/1904, 8-9=-670/1904,9-10—272/763,10-11=-211/685 BOT CHORD 19-22=-922/2528,22-23=-922/2528,23-24=-922/2528,18-24=-922/2528,18-25=-922/2528, 17-25=-922/2528,17-26=-922/2528,26-27=-922/2528,27-28=-922/2528,28-29=-922/2528, 16-29=-922/2528,16-30=-567/1577,30-31=-567/1577,31-32=-567/1577,32-33=-567/1577, 15-33=-567/1577;14-15=-567/1577,14-34=-1904/674,34-35=-1904/674,35-36=-1 904/674, 36-37=-1904/674,13-37=-1904/674,13-38=-782/277,38-39=-782/277,12-39=-782/277 WEBS 2-19=-387/140,9-19=-2761/953,'3-17=-204/7811,3-16=-213/597,5-16=-428/149, 6-16=-584/1665,6-14=-1242/437,7-14=-1 357/3977,7-13=-2295/786,9-13=-1 671/569, 9-12=-336/1032,10-12=-1065/353 NOTES- 1)2-ply truss to be connected together with 10d(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.II;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)Provide adequate drainage to prevent water ponding. OF NE[y 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)11. ,�� yo 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except..0 Qt – ERG 19=762,13=1412.- CO 9)This truss is designed in accordance with the 2015 International.Residential Code sections R502.11.1 and R802.10.2 an r f standard ANSI/TPI 1. V 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chor• , tp2 _ Dontinued on page 2 56308 A�OFESS1 Job russ Truss Type Qty �2n st Pointe B-2 180108048 T04 Flat Girder 1 eference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:38:01 2018 Page NOTES- ID:xK3oGYLb04sCyprNOgrYEYzvB2g-UZf4411 F_SEEe712aU0iPnE5hlJP1gdEjOybwUzrgE 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)131 Ib down and 73 Ib up at 1-6-7,147 Ib down and 71 Ib up at 3-1-10, 147 Ib down and 71 Ib up at 4-8-13,147 Ib down and 71 Ib up at 6-4-0,147 Ib down and 71 Ib up at 7-11-3,118 Ib down and 63 Ib up at 9-6-6,118 Ib down and 63 Ib up at 11-1-9,118 Ib down and 63 Ib up at 12-8-12,147 Ib down and 71 Ib up at 14-3-15,147 Ib down and 71 Ib up at 15-11-2,147 Ib down and 71 Ib up at 17-6-5,147 Ib down and 71 Ib up at 19-1-8,147 Ib down and 71 Ib up at 20-8-11,147 Ib down and 71 Ib up at 22-3-14,147 Ib down and 71 Ib up at 23-11-1,147 Ib down and 71 Ib up at 25-6-4 147 Ib down and 71 Ib up at 27-1-7,147 Ib down and 71 Ib tap at 28-8-10,147 ib down and 71 Ib up at 30-3-13,125 Ib down and 73 Ib up at 31-11-0,125 Ib down and 73 Ib up at 33-6-3,125 Ib down and 73 Ib up at 35-1-6,and 125 Ib down and 73 Ib up at 36-8-9,and 130 Ib down and 68 Ib up at 38-7-2 on bottom chord. The design/selection o 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(plf) Vert:1-10—61,11-20=-16 Concentrated Loads(lb) Vert:11=-129(F)17=-94(F)14=-130(F)21=-125(F)22=-130(F)23=-130(F)24=-130(F)25=-130(F)26=-94(F)27=-94(F)28=-130(F)29-130(!F)30=-130(F)31—130(F) . 32=-130(F)33=-130(F)34=-1 30(F)35=-1 30(F)36=-130(F)37=-1 30(F)38=125(F)39=-1 25(F)40=-1 25(F)41=-125(F) (EOF NEW ' �opHER C- r ss3oa � AROFESSIDNP Job russ 7'ru'ssype tyy Harvest Pointe B-2 180108048 T05 TCH 15 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:38:04 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-u8KgK38GNdoVamdFdaP1 Qsg2EQiEDngPMBFXpzrgE 011-0 , 4-0-11 0-11-0 4-0-11 2x4 11 Scale:1/2" 3 9.00 12 6 1 W3 434 4 5 3x4= 2x4 I I 4-0-11 4-0-11 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.24 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 BCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.00 5 "'" 360 Weight:28 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 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=136/Mechanical,5=219/0-6-0 (min.0-1-8) Max Horz 5=126(LC 8) Max Uplift4=-58(LC 8),5=-1 3(LC 11) Max Grav4=187(LC 21),5=235(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.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)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 OF NEW Cop"FR G . . tP S630B � v A. 30B Job cuss Truss Type Qty Hly Harvest Pointe B-2 18010804B T05A MONOPITCH 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:38:06 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-gXSz805Oo tWkuw?N2ct6rx_w269i7OztfgMbizrgE -2-5-04-0-11 2-5-0 4-0-11 2x4 11 Scale=1:27. 3 6 9.00 F12 4x6 T1 2 1 4 5 3x6— 2x4 11 4-0-11 4-0-11 Plate Offsets(X,Y)-- (2:0-2-14,0-2-01 LTCLL 231 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP (Ground Snow=30. Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.01 4-5 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.02 4-5 >999 360 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-P Wind(LL) 0.00 5 "'" 360 Weight:37 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 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=92/Mechanical,5=354/0-6-0 (min.0-1-8) Max Horz 5=138(LC 8) Max Uplift4=51(LC 8),5=-55(LC 11) Max Grav4=143(LC 21),5=411(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-5=-381/179 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 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 (SOF NEW co SOP G 'Qj !W to 66308 v� ATOFESSIONP Job russ =russ ty y Harvest Pointe a-2 180108048 T05B 6 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:38:08 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-mvajYi6eKb7E_C30UTeLBG1 MLsnjAOAGKz9TfazrgC -0-11-0 , 4-0-11 0-11-0 4-0-11 Scale:1/2"= 3x6 i 3 9.00 12 6 1 W3 2x4 11 2 1 5 4 3x6= 2x4 11 2, 4-0-11 0-7-12 3-4-15 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.22 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 BCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.02 4-5 >999 360 . Weight:30 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-11 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. W11:2x6 SP No.2 REACTIONS. (Ib/size) 4=131/Mechanical,5=222/0-4-8 (min.0-1-8) Max Horz 5=127(LC 8) Max Uplift4-60(LC 8),5=-24(LC 7) Max Grav4=162(LC 21),5=238(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.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 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 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)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 ANSIlrP1 1. LOAD CASE(S) Standard OF NEWY �P HER . O Gj .�Op G 'Qj 17, 1 n 56308 A�OFESSIONP Job cuss cuss ype ty y Harvest Pointe B-2 180108048 TO6 Halt Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:38:12 2018 Page: ID:xK3oGYLb04sCyprNOgrYEYzvB2g-fhpEO399OgdgSpN9j IjH L6BulT_f6dbsFb7hoLzrgD 7-8-11 15-1-13 22-7-0 30-0-2 37-5-5 38 8-1A 7-8-11 7-5-3 7-5-3 7-5-3 7-5-3 11 3-9 Scale=1:65. 3x4= 7.00 12 2x4 11 46= 3x6— 3x6= 3x4— 3x6= 2x4 II 6x8= 1 —. 4 5 — 6 7 8 9 � 13 Fio x 0 W W8%VI IV 1 1 GQ111 R1 R9 17 16 15 14 13 12 11 10 2x4 II 4x4= 3x6= 4x4= 3x4= 5x12— 3x6= 3x10 MT20HS= 12 , 11-6-1 , 20-9-2 , 30-0-2 38-8-14 22 0-0 ' 9-6-1 9-3-1 9-3-0 8-8-12 Plate Offsets(X,Y)-- f8:0-4-13,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud" PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.2611-13 >999 480 MT20 197/144 TCDL 155.0.0 (Ground Snow=3 Lumber DOL 1.15 BC 0.83 Vert(CT) -0.4513-14 >978 360 MT20HS ' 187/143 BCLL 10.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.11 13 >999 360 Weight:225 Ib FT=4% LUMBER- BRACING- - TOP CHORD 2x4 SP SS*Except* TOP CHORD - Structural wood sheathing directly applied or 6-0-0 oc purlins, except T4:2x4 SP No.2 or 2x4 SPF No.2,T2:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(2-6-3 max.):1-8. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 9-3-6 oc bracing. 61:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 2-16,5-11,8-10 WEBS 2x4 SP No.3*Except* W9:2x4 SP No.2 or 2x4 SPF No.2 REACTIONS. (Ib/size) .16=1564/0-6-0 (min.0-3-10),10=1393/0-6-0 (min.0-2-6) Max Horz 16=-1 46(LC 7) Max Upliftl6=280(LC 7),10=-1 86(LC 7) Max Grav 16=2329(LC 25),10=2002(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2644/333,374=-2644/333,4-5=-3483/443,5-6=-2763/360,6-7=-2763/3601, 7-8=-2767/361 BOT CHORD 15-16=-311/1927,14-15=311/1927,13-14=445/3228,12-13=452/3513,11-12=452/3513, 10-11=-88/478 WEBS 1-16=-349/118,2-16-2764/359,2-14=-83/1240,4-14=-999/195,4-13=-7/374, 5-11=908/153,7-11=916/179,8-11=-291/2777,8-10=-2116/299 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)Provide adequate drainage to prevent water ponding. 5)All plates are MT20 plates unless otherwise indicated. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding.100 lb uplift at joint(s)except(jt=lb)16=280, 10=186. 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. F NEW r ' LOAD CASE(S) Standard , ?HEf? n *E�-:x 56306 v AROFESSIO�P Job russ I russ I ype Uty Ply Harvest Pointe B-2 180108048 T07 Half Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:38:16 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-XS31ERDgR375xRgwyBn DWyMY94JL2QRRAD5ux7zrgC 7-3-12 14-0-0 21-4-3 28-0-0 35-4-10 38-8-14 7-3-12 6-8-4 7-4-3 6-7-13 7-4-10 3-4-4 Scale=1:65. 7.00112 It 4x6= 4x4= 6x6= 2x4 ff 5x10= 6x6= 1 16 17T,4,,, 5 618 DZI 543 x 2x4 11 b 7 wi W 11 2 17 m ptq v 15 14 13 12 11 10 9 8 2x4 II 44= 3x6= 44= 3x8= 3x6= 46= 3x6= 2-0-0 , 11-3-10 20-4-3 29-4-13 38-8-14 ' 2-0-0 ' 9-3-10 9-0-9 9-0-10 9-4-1 Plate Offsets(X,Y)-- [3:0-3-0,Edgel,[5:0-5-0,0-3-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.21 11-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.98 Vert(CT) -0.3711-12 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.11 8 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.08 11 >999 360 Weight:241 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3:2x4 SP No.2 or 2x4 SPF No.2,T2:2x4 SP SS end verticals,and 2-0-0 oc purlins(2-2-0 max.):1-6. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B3:2x4 SP No.1 2-2-0 oc bracing:11-12. . WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-14,5-9,6-8 REACTIONS. (Ib/size) 14=1564/0-6-0 (min.0-3-11),8=1393/Mechanical Max Horz 14=-182(LC 9) Max Upliftl4=284(LC 7),8=-1 54(LC 7) Max Grav 14=2369(LC 25),8=1916(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2180/296,3-16=-2934/392,16-17=-2934/392,4-17=2934/392,4-5=-3033/417, 5-18=-2280/312,6-18=-2273/313 BOT CHORD 13-14=-265/1482,12-13=-265/1482,11-12=-364/2589,10-11=306/2556,9-10=-306/2556, 8-9=-131/943 WEBS 1-14=325/114,2-14=-2487/323,2-12=-104/1306,3-12=-1033/193,3-11=-43/492, 4-11=-600/153,5-11=-103/616,5-9=-1283/234,6-9=-1 81/1940,6-8=-2060/243 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)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)14=284, 8=154. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 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 '(SOF NEW yO C, '0?HER G n �W m - 2 5630E A'4'ORESS104 Job rusS I RISS I ype City Ply Harvest Pointe B-2 180108048 T08 Half Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 M,Tek Industries,Inc.Thu Jan 25 12:38:19'2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-ylktsSFYk WgouPVeGLw7a_4xHUFnFtsBJYYRzrgD 6-10-13 13-6-1 20-1-6 26-8-11 33-3-15 38-8-14 6-10-13 6-7-5 6-7-5 6-7-5 6-7-5 5-4-15 Scale=1:65. 3x4= 3x6= 4x6= 44= 3x6= 2x4 II 3x4= 5x6= 7.00 12 15Z 5a 3j <r 18 DZ 19 5;1511 5Z 5Z 5Z 6 7 5ZI T9 8 0 4X4 11 9 W W 9 11 8 0 i 2 Q1 P9 17 i6 15 14 13 12 11 10 2x4 11 3x4= 3x6= 4x4= 3x8= 3x6= 4x4= 3x8= i 2-0 11-3-10 20-4-3 29-4-13 38-8-14 2-0-0 9-3-10 9-0-9 9-0-10 9-4-1 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.1813-14 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.96 Verl -0.3213-14 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.10 10 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.07 13 >999 360 Weight:257 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 "Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except T3:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2=0-0 oc purlins(3-1-2 max.):1-8. 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 2-2-0 oc bracing:11-13. WEBS 1 Row at midpt 3-14,6-11,8-10 2 Rows at 1/3 pts 2-16 REACTIONS. (Ib/size) 16=1564/0-6-0 (min.0-3-12),10=1393/Mechanical Max Horz 16=219(LC 7) Max Upliftl6=-287(LC 7),10=-1 23(LC 7) Max Grav 16=2403(LC 25),10=1829(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1874/276,3-4=-2572J368,4-18=-2572/368,18-19=-2572/368,5-19=-2572/368, 5-6=-2553/363,6-7=-1867/284,7-20=-1 868/285,8-20=-1 866/285,9-10=305/107 BOT CHORD 15-16=-237/1177,14-15=-237/1177,13-14=-311/2179,12-13=-268/2276,11-12=-268/2276, 10-11=-1 35/1192 WEBS 1-16—292/110,2-16=-2349/309,2-14=-115/1371,3-14=-1 078/197,3-13=-72/582, 5-13=-613/143,6-13=-65/430,6-11=-I 209/221,8-11=-I 26/1460,8-10=2049/203 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 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)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)16=287, 10=123. 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,,, �PHER O r_ n � 2 2kP 56308 �,? AR�FESS1oNP� Job rusS I russ I ypety y Harvest Pointe B-2 180108048 T09 Half Hip 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi-rek Industries,Inc.Thu Jan 2512:38:22 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-McQODUHQI vu FfM84JPudlDcdrVNMS8HKY9YC9mzrq[ 8-0- 15-9-6 23-6-6 31-3-5 38-8-14 8-0-7 7-8-15 7-8-15 7-8-15 7-5-9 Scale=1:65. 3x4= 46= 4x4= 3x8= 3x4= 5x6= 1 3A 16 17 6 J�00 L12 I o 18 46 11 2 W3 W W8 W10 7 1 i 9 1 17 15 14 13 12 11 10 9 8 3x4 II 4x4= 3x6= 3x4= 3x4= 3x6= 3x4= 3x8= 2-0-0 11-3-10 20-4-3 29-4-13 38-8-14 2-0-0 9-3-10 9-0-9 9-0-10 9-4-1 Plate Offsets(X,Y)-- [7:0-3-6,Edge] LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.1611-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.94 Vert(CT) -0.30 8-9 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.10 8 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.05 11 >999 360 Weight:263 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP SS 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(3-9-14 max.):1-6. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: W3,Wl l,W10:2x4 SP No.2 or 2x4 SPF No.2 2-2-0 oc bracing:9-11. WEBS 1 Row at midpt 1-15,1-14,4-12,5-11,5-9 2 Rows at 1/3 pts 2-14,6-8 REACTIONS. (Ib/size) 14=1564/0-6-0.(min.0-3-13),8=1393/Mechanical Max Horz 14—255(LC 7) Max Upliftl4=-291(LC 7),8—93(LC 7) Max Grav 14=2437(LC 25),8=1747(LC 25) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1646/263,3-4=-1 646/263,4-16=-2183/328,5-16=-2183/328,5-17=-1565/274, 6-17=-1561/274,6-18=-267/159,7-18=-299/124,7-8=-429/141 BOT CHORD 13-14=-242/1255,12-13=-242/1255,11-12=-287/2106,10-11=-257/2185,9-10=-257/2185, 8-9=-125/1330 WEBS 1-14=-345/125,2-14=-2376/309,2-12=-69/1121,4-12=-1 002/173,5-9=-1 112/207, 6-9=-77/1104,6-8=-2031/170 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.ll;Exp S;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)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 100 Ib uplift at joint(s)8 except(jt=lb) 14=291. 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 NE YO C' 0? FF?G n 2 mi. 6 3016 AROFESSIOX4 Job cuss russ rype Qty Ply Harvest Pointe B-2 18010804B 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.Thu Jan 25 12:38:28 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-BmnHIXMBdleONHbEff?1?UsbSwPEst?Cx5?XMQzrgl 6-2-13 12-2-2 18-10-11 25.7-5 32-3-14 38-8-14 6-2-13 5-11-5 6-8-9 6-8-9 6-8-9 6-5-0 Scale=1:65. 5x6= 3x6= 2x4 II 3x4= 5x6= 3 18 4 5 DZ 5Z 6 T35Z 5Z) 19 7 7.00 12 4x4 i 4x4 II 2 9 8 W 11 17 8 0 4x6 i W 2 1 BI 16 15 14 13 12 11 10 9 2x4 II 3x4= 3x4= 3x6= 3x8= 3x6= 4x4= 3x8= 2-0-02 3 0 9-10-0 19-4-7 28-10-15 38-8-14 2-0-00-�-0 7-7-0 9-6-7 9-6-8 9-9-15 Plate Offsets(X,Y)-- [3:0-3-0,0-1-121,[7:0-3-0,0-1-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.98 Vert(LL) -0.18 9-10 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.97 Vert(CT) -0.37 9-10 >999 360 BCDL 155.0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.09 9 n/a n/a BCLL 10.0 BCDL. 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.05 12 >999 360 Weight:243 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):3-7. 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 2-2-0 oc bracing:10-12. WEBS 1 Row at midpt 3-14,4-12,6-10,2-15 2 Rows at 1/3 pts 7-9 REACTIONS. (lb/size). 15=1564/0-6-0 (min.0-2-15),9=1393/Mechanical Max Horz 15=208(LC 8) Max Upliftl5=-98(LC 11),9=-74(LC 7) Max Grav 15=1860(LC 29),9=1732(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-17=-1 7/384,2-3=-1 843/301,3-18=-2258/357,4-18=-2257/357,4-5=-2211/348, 5-6=-2211/348,6-19=-1680/283,7-19=-1 681/283,7-8=-263/144,8-9=-365/125 BOT CHORD 14-15=-236/1236,13-14=-225/1618,12-13=-225/1618,11-12=-227/2066,10-11=-227/2066, 9-10=-120/1213 WEBS 2-14=-71/540,3-14=-262/217,3-12=-153/969,4-12=-768/157,6-12=-31/278, 6-10=-1 034/197,7-10=-89/1217,2-15=-2072/314,1-15=-337/144,7-9=-1958/169 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=109mph;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 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)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)15,9. 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 pF NEVVr _ �O?HER c 0�� n W 56308 AROFESSIONP� Ocuss rusS ype Qty y Harvest Pointe B-2 180108048 �'110A 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.Thu Jan 2512:38:34 2018 Page, I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-Ow8YObRyCbOY5C3OOw6 REI5cXKSoGai5JOSra4zrgc 6-2-1312-2-2 18-10-11 25-7-5 32-3-14 38-8-14 6-2-13 5-11-5 6-8-9 6-8-9 6-8-9 6-5-0 Scale=1:66. 2x4 11 5x6= 3x6= 3x4= 5x6= 3 175:0 4 5 5a 5ZI N5 6 TRUZI 18 7 7.00 12 4x4 i 46 11 2 8 8 10 16 4 9 46 11 V11 1 v 1 81 B3 {1 15 14 13 12 11 10 9 3x10 MT20HS= 3x4= 3x6= 3x8— 3x6= 4x4= 3x6= 9-10-0 19-4-8 28-10-15 38-8-14 9-10-0 9-6-8 9-6-7 9-9-15 Plate Offsets(X,Y)-- 13:0-3-0,0-1-121,[7:0-3-0,0-1-12] 8:0-3-0 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 1.00 Vert(LL) -0.1912-14 >999 480 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.96 Vert(CT) -0.3512-14 >999 360 MT20HS 148/108 BCDL 155.0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.07 12-14 >999 360 Weight:242 Ib FT=4% 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 T2:2x4 SP SS,T3:2x4 SP No.1 2-0-0 oc purlins(2-11-6 max.):3-7. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except` BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. B3:2x4 SP No.I WEBS 1 Row at midpt 4-12,6-10,2-15 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 7-9 REACTIONS. (Ib/size) 15=1479/Mechanical,9=1479/Mechanical Max Horz 15=208(LC 8) Max Upliftl5=-92(LC 11),9—69(LC 7) Max Grav 15=1758(LC 29),9=1825(LC 28) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-415/74,2-3=-2299/366,3-17=-2475/391,4-17=-2474/391,4-5=-2428/382, 5-6=-2428/382,6-18=-1 790/300,7-18=-1790/299,7-8=-263/145,1-15=-410/88, 8-9=-366/126 BOT CHORD 14-15=-261/1872,13-14=-233/1920,12-13=-233/1920,11-12=-232/2213,10-11=232/2213, 9-10=-122/1284 WEBS 2-14=-363/216,3-14=-44/571,3-12=-1 64/840,4-12=-769/157,6-12=-36/387, 6-10=1134/201,7-10=-92/1318,2-15=-2190/268,7-9=-2074/172 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)All plates are MT20 plates unless otherwise indicated. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,9. 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. OF NEW Y LOAD CASE(S) Standard y'<Q �OpHER G, 0 C7 56308 A�OFESSIONP Job russ I cuss I ype Qty Ply Harvest Pointe B-2 18010804B T11 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.Thu Jan 2512:38:38 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-uhO3ryUTGpv_apM9FmBNPbGN IyrLC09g EeQ3jrzrgD 6-2-13 12-2-2 18-10-11 25-7-5 32-3-14 38-8-14 6-2-13 5-11-5 6-8-9 6 8-9 6-8-9 6-5-0 Scale=1:66. 5x6= 2x4 I f 3x6= 3x4= 5x6= 3 6 4 5 17 6' 18 154 7 7.00 12 4 4x4 i 3x4 11 2 8 8 10 4 9 4x4 11 1 1 v 15 14 13 12 11 10 9 3x8= 3x4= 3x6= 3x8= 3x6= 3x4= 3x6= 9-10-019-4-7 28-10-15 38-8-14 9-10-0 9-6-7 9-6-8 9-9-15 Plate Offsets(X,Y)-- 13:0-3-0,0-1-121,17:0-3-0,0-1-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.70 Vert(LL) -0.18 9-10 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.92 Vert(CT) -0.38 9-10 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.09 9 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.07 12 >999 360 Weight:242 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 3-7-6 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(3-5-8 max.):3-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 2-2-0 oc bracing:14-15. WEBS 1 Row at midpt 4-12,6-10,2-15,7-9 REACTIONS. (Ib/size) 15=1479/Mechanical,9=1479/Mechanical - Max Horz 15=208(LC 10) Max Upliftl5=-92(LC 11),9=-69(LC 7) Max Grav 15=1532(LC 2),9=1532(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-324/91,2-3=-1993/366,3-16=-1 854/390,4-16=-1854/391,4-5=-1832/381, 5-17=-1832/381,6-17=-1 832/381,6-18=-1366/300,7-18=-1367/300,1-15=-290/88 BOT CHORD 14-15=-261/1673,13-14=-233/1555,12-13=-233/1555,11-12=-232/1622,10-11=-232/1622, 9-10=-122/981 WEBS 3-14=-44/411,3-12=-163/504,4-12=-521/156,6-12=-35/466,6-10=-724/201, 7-10=-92/1003,2-15=-1879/268,7-9=-1552/173 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;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 left=22-3-0,Lu , right=16-5-14 3)Unbalanced snow loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,9. 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. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)The loading on this truss has been modified to reflect the roof profile,the ridgeline is located 22-3-0 from joint 1 and has a slope of 7.000 on the left and-7.000 on the right. LOADCASE(S) Standard ��pF NEyyyo 'CQ' &&AER C r cc n SS308 � - AROFESS1 Job russ Truss Type uty y Harvest Pointe B-2 180108046 T72 Piggyback Base 2 1 ___ _ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi-rek Industries,Inc.Thu Jan 2512:38:42 2018 Page I D:xK3oGYLb04sCyprNOgrYEYzvB2g-nSdahKXzK2P P3QgwUcFJZRR3QZF08FaG9GOGsczrgD 6-2-13 12-2-2 18-10-11 25-7-5 32-3-14 a3-5-Q 6-2-13 5-11-5 6-8-9 6-8-9 6-8-9 1-1-2 Scale=1:56. 3 rl?l =4 5 15 DRI 15?l 6 16 7 8 5x = x6= 7.00 12 4x4 2 W5 6 W8 9 0 c ri 44 11 1 LTJ Pit 14 13 12 11 10 9 3x6= 3x8= 48= 3x6= 3x8= 3x8= 11-2-13 22-2-3 33-5-0 11-2-13 10-11-6 11-2-13 Plate Offsets(X,Y)-- [3:0-4-0,0-2-41,[7:0-3-0,0-1-121,[11:0-4-0,0-0-121 [12:0-4-0,0-0-12] 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 0.69 Vert(LL) -0.27 9-10 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.75 Vert(CT) -0.56 9-10 >715 360 TCDL 15.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.05 9 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 10-13 >999 360 Weight:220 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 4-1-11 oc purlins, except BOT CHORD 2x4 SP No.1 'Except* end verticals,and 2-0-0 oc purlins(4-2-11 max.):3-7. 132:2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-13,4-10,6-10,7-10,2-14,8-9,7-9 REACTIONS. (Ib/size) 14=1274/Mechanical,9=1274/0-3-0 (min.0-1-9) Max Horz 14=240(LC 8) Max Upliftl4=-89(LC 11),9=-1 63(LC 8) Max Grav 14=1320(LC 2),9=1320(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-347/78,2-3=-1 605/295,3-4=-1 257/286,4-5=-1 208/269,5-15=-1 208/269, 6-15=-1208/269,6-16=-1357/333,7-16=-1357/333,1-14=-300/81 BOT CHORD 13-14=-274/1405,12-13=-255/1328,11-12=-255/1328,10-11=255/1328 WEBS 3-13=-23/469,4-10=-439/130,6-10=-626/168,7-10=-264/1554,2-14=-1514/234, 7-9=-1242/327 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 Il;Exp B;Partially Exp.;Ct=1.1,Lu left=22-3-2,Lu right=11-1-14 3)Unbalanced snow loads have been considered for this design. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)14 except Gt=1b) 9=163. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)The loading on this truss has been modified to reflect the roof profile,the ridgeline is located 22-3-2 from joint 1 and has a slope of 7.000 on the left and-7.000 on the right. LOAD CASE(S) Standard OF NEW Y GOPHER 0 �W W 56308 v� AROFESS1 Job russ Truss Type Qty Ply Harvest Pointe B-2 18010804B T13 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:38:47 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-7QQTk1 b68a1 i9BYuH9rUGU8s5awXpSM?IY51 XgzrgD 6-2-13 12-2-2 19-1-15 26-1-11 33-5-0 6-2-13 5-11-5 6-11-13 6-11-13 7-3-5 Scale=1:56. 3 5 45 6 .7 5x 7.00 12 4x4 i 2 W5 6 W8 14 cc 7 46 11 1 13 12 11 10 9 8 34= 3x8= 3x4=' 3x6= 3x8= 3x10= 11-2-13 22-2-3 33-5-0 11-2-13 10-11-6 11-2-13 Plate Offsets(X,Y)-- ['3:0-4-0,0-2-41,['7:Edge,0-1-81,['10:0-5-0,0-1-01,[11:0-4-0,0-0-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.29 8-9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.85 Vert(CT) -0.58 8-9 >682 360 BCDL 15.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.06 9-12 >999 360 Weight:206 Ib FT=4%. LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T1:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-9-12 max.):3-7. BOT CHORD 2x4 SP No.1 'Except BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 132:2x4 SP No.2 or 2x4 SPF No.2 WEBS 1 Row at midpt 7-8,4-12,4-9,2-13 WEBS 2x4 SP No.3 2 Rows at 1/3 pts 6-8 REACTIONS. (Ib/size) 8=1274/0-5-0 (min.0-2-4),13=1274/Mechanical Max Horz 13=246(LC 10) Max Uplift8=195(LC 8),13—89(LC 11) Max Grav8=1893(LC 25),13=1563(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14—438/61,2-3=-1850/294,3-15=1501/286,4-15=-1500/286,4-5=1633/269, - 5-6=-1633/269,7-8=-328/77,1-13=-412/81 BOT CHORD 12-13=-279/1595,11-12=-257/1808,10-11=-257/1808,9-10=-257/1808,8-9=-206/1312 WEBS 2-12=-425/186,3-12=-20/532,4-12=-442/249,4-9=-507/139,6-9=-25/801,6-8=-1 968/238, 2-13=-1740/234 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)13 except(jt=1b) 8=195. 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 7 of NEW Y GOPHER G 0�Q j 5630E V� AROFESSIONA Job mss Fruss I ype Uty Ply Harvest Pointe B-2 180108048 T14 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.Thu Jan 2512:38:52 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-UNEMnkeFz7g_FzRr3iRfzXdDbfQUjpkSgpoC1 zrgD 1-11-,5-001 6-2-13 12-2-2 , 17-0-0 22-4-8 27-9-0 33-5-0 - - 6-2-13 5-11-5 4-9-14 5-4-8 5-4-8 5-8-0 Scale=1:59. 5x6= 4 r5ZI CRI 12 52Q, 6 7 9 7.00 12 4x4 i 3 6 19 10 12 cc 5 8 3 1 4x6 i 3 2 1 B 17 ro r 5x6= 16 151' to O 18 5x6= 7.00 12 48—13 6x8= 10 3x6= ,1-5-10, 8-9-0 16-0-6 17-0-0 25-0-12 33-5-0 1-5-10 7-3-6 7-3-6 0-11-10 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-14,0-2-01,[4:0-3-0,0-1-121,[14:0-5-12,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL1.15 TC 0.86 Vert(LL) -0.1415-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.2615-16 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.06 15-16 >999 360 Weight:256 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,and BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except' 2-0-0 oc purlins(3-7-11 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18. 1 Row at midpt 5-14 WEBS 1 Row at micipt 9-10,.4-15,7-11 2 Rows at 1/3 pts 8710 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10) Max Upliftl 8=-1 15(LC 11),10=-1 97(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1 774/248,2-19=-1695/215,3-19=-1460/230,3-4=-2031/337,4-5=-1 859/309, 5-20=-1 785/313,6-20=-1785/313,6-7=-1785/313,7-8=-1228/242 BOT CHORD 17-18=-315/260,16-17=-330/1815,15-16=-279/1620,14-15=-297/1998,5-14=-1047/179, 10-11=-I 68/960 WEBS 2-17=-124/1373,3-17=-679/111,3-16=-499/186,4-16=-84/701,4-15=-125/529, 5-15=-64[736,11-14=-243/1418,7-14=-79/517,7-11 Job russ I russ I ype Qty Ply Harvest Pointe B-2 180108048 T15 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi-rek Industries,Inc.Thu Jan 25 12:38:58 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzv,B2g-JXbd2ojOYzQ8zuu?QzY3Do5k90ivu Rldq]G6QhzrgD 6 7- -2-13 12-2-2 10 0 22-4-8 27-9-0 33-5-0 110' 6-2-13 5-11-5 4-9 14 5 4-8 5-4-8 Scale=1:59. 5x6= 4 540 5?1 5 20,Z, 6 7 5ZI CRI 9 7.00 12 3x6 i 3 19 5 10 12 8 13 1 5x6 3 12 1 17 5x6= 16 15 Co co 5x6= o N 1B5 B6IQ 18 4x8= 7.00 12 13 6x8= 10 3x6= 3-0-13 8-9-0 14-5-3 17-0-0 , 25 0-12 33-5-0 ' 3-0-13 5-8-3 5-8-3 2-6-13 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-9,0-2-8),[4:0-3-0,0-1-121,[14:0-5-12,0-2-4) LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/def] L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.1615-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.74 Vert(CT) -0.2915-16 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.21 10 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.09 15-16 >999 360 Weight:251 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*Except* 2-0-0 oc purlins(3-5-10 max.):4-9. 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:17-18 W2:2x4 SP No.2 or 2x4 SPF No.2 9-0-13 oc bracing:16-17. 1 Row at micipt 5-14 WEBS 1 Row at micipt 9-10,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10) Max Upliftl 8=-1 15(LC 11),10-197(LC 8) Max Grav 1 8=1 736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. . TOP CHORD 2-18=-1754/268,2-19=-3311/419,3-19=-3071/434,3-4-2413/366,4-5=-2016/314, 5-20=-1784/312,6-20-1784/312,6-7=-1 784/312,7-8=-1228/242 BOT CHORD 17-18=-321/271,16-17=-423/2328,15-16=-317/1851,14-15=-316/2054,5-14=-1 142/224, 10-11=-168/960 WEBS 2-17=-299/2662,3-17=-213/740,3-16=-774/202,4-16=-108/884,4-15-108/518, 5-15=-117/832,11-14=-237/1412,7-14=-78/515,7-11-1012/178,8-11=-72/997, 8-10-1848/215 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;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)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c of bearing surface. <1- NEW YD 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except ' # !En G . 10=197. `5( 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 an r f standard ANSIlrPI 1. V 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho �– LOAD CASE(S) Standard - 2 66308 AR�FESslo Job Hiss cuss ype ty y Harvest Pointe B-2 180108048 T16 PIGGYBACK BASE 5 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:39:04 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-7hyuJrom8pAHipL9mDfUS3Lo8QkQ19nVChjReKzrgD 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 6-2-13 5-11-5 4-9-14 5:4-8 5-4-8 5-8-0 Scale=1:59. 5x6= 4 T 52 6 7 9 7.00F1_2 4x4 3 5 19 10 12 g 3 3 1 4x10 i 2 17 1 6x10= 16 15 c 5x6= O o � 18 7.00F1_2 4x8— I 13 6x8= 10 3x6= 3-11-2 8-9-0 13-6-14 , 17-0 0 25-0-12 , 33-5-0 3-11-2 4-9-14 4-9-14 3 5 2 8-0-12 8-4-4 Plate Offsets(X,Y)-- (2:0-2-14,0-2-01,f4:0-3-0,0-1-121,f14:0-5-12,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.74 Vert(LL) -0.1915-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.3415-16 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.28 10 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.12 16 >999 360 Weight:249 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 TI:2x4 SP No.1 end verticals,and 2-0-0 oc purlins(3-4-9 max.):4-9. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B4:2x4 SP No.3 6-0-0 oc bracing:17-18 WEBS 2x4 SP No.3*Except* 8-4-10 oc bracing:16-17. W2:2x4 SP No.2 or 2x4 SPF No.2 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10) Max Upliftl8=-1 15(LC 11),10=-1 97(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1756/273,2-19=-4162/537,3-19=-39221553,3-4=-2685/385,4-5=-2117/318, 5-20=-1785/312,6-20=-1785/312,6-7=71785/312,7-8=-1228/242 BOT CHORD '17-18=-324/301,16-17=-499/2751,15-16=-341/2004,14-15=-320/2064,5-14=-1148/233, 10-11=-168/960 WEBS 2-17=-410/3440,3-17=271/1279,3-16 Job russ I russ I ype Hly Harvest Pointe B-2 18010804B T17 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.Thu Jan 2512:39:09 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-UfmnMYsvzLpaoaE6Zm Ef972d3 RTfzPZEMzQCJYzrgD 1-5-0 6-2-13 12-2-2 17-0 0 22-4-8 , 27-9-0 33-5-0 1-5-0' 6-2-13 5-11-5 4-9-14 5-4-8 5-4-8 5-8-0 Scale=1:58. 4 520 6 7 9 5x6 UZI 5?l T2 5;1 DZI Uzi Uzi 7.00 12 3x6 3 Ci 19 5 10 12 cc g 3 1 5x6 i 3 2 1 17' w 5x8= 16 15 0 5x6 1848— 7.00 F12 13 5x8= 10 3x6= 2-5-9 8-9-0 15-0-7 , 17-0-0 25-0-12 , 33-5-0 2-5-9 6-3-7 6-3-7 1-11-9 8-0-12 8-4-4 Plate Offsets(X,Y)-- f2:0-2-9,0-2-81 [4:0-3-0,0-1-121,(14:0-5-12 0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.1415-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.73 Vert(CT) -0.2715-16 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.17 10 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.08 15 >999 360 Weight:253 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*Except* 2-0-0 oc purlins(3-6-6 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18 9-6-4 oc bracing:16-17. 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,7-11 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) Max Horz 18=281(LC 10) Max Upliftl 8=-1 15(LC 11),10=-197(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1758/263,2-19=-2705/338,3-19=-2465/354,3-4=-2253/355,4-5=-1954/312, 5-20=-1 784/312,6-20=1784/312,6-7=-1 784/312,7-8=-1 228/242 BOT CHORD 17-18=-320/259,16-17=-382/2102,15-16=-301/1757,14-15=-312/2044,5-14=-1132/215, 10-11=-168/960 WEBS 2-17=-226/2126,3-17=-166/308,3-16=-654/194,4-16=-99/808,4-15=-1 14/523, 5-15=-104/806,11-14=-239/1409,7-14=-79/515,7-11=-1011/179,8-11=72/997, 8-10=-1 848/215 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)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)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify c NEW of bearing surface. yo 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except ' FRG 10=197.- 9) 0=197.9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 anff standard ANSI/TPI 1. 7C O 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom cho {- W n LOAD CASE(S) Standard 66308 Qin 0- SS1011 v Job russ russ Type Qty y Harvest Pointe B-2 180108046 T18 Piggyback Base 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:39:15 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-Jo72ccwgYBZkWvhGw1 L3POlfbsVEN7U7kvtWVCzrgCt 1-5-0 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0 6.2-13 5-11-5 4-9.14 5-4-8 5-4-8 Scale=1:59. 5x6= 2x4 II 4 52 6 7 9 7.00F1_2 4x4 i 3 g 19 9 11 5 12 0 4x6 i 2 �1 2m io 17 16 15 1 6x8= W8 Ir 5x6= 1 1 18 19 13 6x8= 10 7.00F1_2 3x6= VQ-10 Q 8-9-0 16-7-10 17,-Q-0 25-0-12 33-5-0 ,10 7-10 10 7-10-10 0 4-6 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-14,0-2-01,f4:0-3-0,0-1-121,[14:0-2-4,0-2-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.1614-15 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.31 14-15 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.09 10 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.05 14-15 >999 360 Weight:246 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 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals,and 2-0-0 oc purlins(3-8-2 max.):4-9. B4:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:17-18. 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,3-17,4-14,7-11 REACTIONS. (Ib/size) 18=1371/0-6-0 (min.0-2-3),10=1272/0-5-0 (min.0-2-15) 2 Rows at 1/3 pts 8-10 Max Horz 18=281(LC 10) Max Upliftl8=-115(LC 11),10=-197(LC 8) Max Grav 18=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.CompdMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18=-1 786/225,2-19=-1 078/167,3-19=-855/182,3-4=-1918/328,4-5=-1 837/311, 5-20=-1 829/312,6-20=-1829/312,6-7=-1829/312,7-8=-1228/242 BOT CHORD 17-18=305/290,16-17=-303/1673,15-16=-303/1.673,14-15—267/1548,5-14=-587/121, 10-11=-1 68/961 WEBS 2-17=-77/1138,3-17=-1167/118,3-15=-422/182,4-15=-75/654,4-14=-136/546, 11-14=-221/1486,7-14=-83/560,7-11—1054/181,8-11=72/997,8-10=-1849/215 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 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)All plates are 3x4 MT20 unless otherwise indicated. 7)Bearing at joint(s)18 considers parallel to grain value using ANSII 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) NEW 10=197. W yo 9)This truss is designed in accordance with the 2015 International Residential,Code sections R502.11.1 and R802.10.2 and r �p14ER standard ANSI/TPI 1. CO g� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom char U LOAD CASE(S) Standard r- C7 � 6630E A�OFESS10t, Job rues rusS I ype ply Harvest Pointe B-2 18010804B T19 Piggyback Base 1 1 _Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:39:20 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-gmwxgJ_pNjBOcGaDiaxE6 R?WetCA2OksuAbHBPzrgC 1-5-0, 6-2-13 12-2-2 17-0-0 22-4-8 27-9-0 33-5-0 1-5-0' 6-2-13 5-11-5 4-9-14 5-4-8 5-4-8 5-8-0 3x4= Scale=1:61. 5x6= 2x4 11 3x4= 3x4 3x4 11 = 4 51& 6 7 ;5Z1 DZI9 7.00 12 4x4 i 3 5 18 8 10 4 6 1 4x4 11 2 1 17 16 15 14 GX8= 1`14 W7 R5 9 L11 L_j io 3x8= 3x4= 3x6= 1 13 6x8= 10 3x4 I I 3x4= 3x6= 8-7-12 17-0-025-0-12 33-5-0 8-7-12 8-4-4 8-0-12 8-4-4 Plate Offsets(X,Y)-- [2:0-2-0,0-1-121,[4:0-3-0,0-1-121,[14:0-2-0,0-2-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.83 Vert(LL) -0.1614-16 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.3214-16 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.08 10 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.05 14-16 >999 360 Weight:246 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 2-2-0 oc purlins, except BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* end verticals,and 2-0-0 oc purlins(3-8-14 max.):4-9. B3:2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: WEBS 2x4 SP No.3 1 Row at midpt 5-14 WEBS 1 Row at midpt 9-10,4-14,7-11,3-17 2 Rows at 1/3 pts 8-10 REACTIONS. (Ib/size) 17=1371/0-6-0 (min.0-2-12),10=1272/0-5-0 (min.0-2-15) Max Horz 17=280(LC 10) Max Upliftl7=-115(LC 11),10=-1 95(LC 8) Max Grav 17=1736(LC 27),10=1892(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-18—408/112,3-4=-1853/324,4-5—1789/308,5-19=-1781/309,6-19=-1781/309, 6-7=-1781/309,7-8=-1228/242,2-17=-598/167 BOT CHORD 16-17=-280/1590,15-16=-256/1508,14-15=-256/1508,5-14=-587/121,10-11=-167/961 WEBS 3-16=-377/181,4-16=-72/622,4-14=-1 34/542,11-14=213/1448,7-14=-72/520, 7-11=-1 009/173,8-11=71/997,8-10=-1848/213,3-17=-1766/162 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 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-_m-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)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)except(jt=1b)17=115, 10=195. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 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 QF NEW Y OcWER G r � n 56308 v� AROFESS1 Job rusS Truss Type Qty ly Harvest Pointe B-2 18010804B T20 Piggyback Base t 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:39:26 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-UwHCwM3ayZyAKB1 N3r2eLiFVeIIQSCWIG62bO3zrq( hl11-P1-7-15 , 7-11-9 12-2-5 18-0-0 �-11-b 1-7-15 ' 6-3-9 4-2-12 5-9-11 r 6 10.53 12 6x6 T4 16 I Scale=1:57. 14 13 = 9.00 12 8x8= 5x6 a 3 a W6 2)W I I 0 2 1 2 10 9 8 7 3x4= 3x6= 3x4= 48= 9-0-0 18-0-0 9-0-0 9-0-0 Plate Offsets(X,Y)-- [3:0-5-11,Edgel,[4:0-3-0,0-2-4],[5:0-4-8,0-2-01 LTOLL . 23.1 LOADING(psf) 3 1 SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud PLATES GRIP (Ground Snow=3 Plate Grip DOL 1.15 TO 0.99 Vert(LL) -0.11 7-9 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.24 7-9 >888 360 BOLL 10.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.04 7-9 >999 360 Weight:125 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 4-4-3 oc purlins, except T2:2x6 SP No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):3-4,5-6. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-7 REACTIONS. (Ib/size) 7=679/0-6-0 (min.0-1-9),10=748/0-6-0 (min.0-1-8) Max Horz 10=232(LC 8) Max Uplift7=97(LC 8),10=-91(LC 11) Max Grav7=987(LC 32),10=953(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-12—1243/193,4-12—1243/193,4-13—1220/227,13-14=1150/229,5-14=-1132/241, 6-7=-330/68,2-10=-258/103 BOT CHORD 9-10=-184/417,8-9=-105/475,7-8=-105/475 WEBS 3-9=-86/960,4-9=-1259/279,5-9=-149/1084,5-7=-749/104,3-10=-979/122 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 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 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 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)7,10. 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. 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 NEWY . �C� 0? _ER0 .0 n N EENT �\ 5630E AROFESSIONP� Job Truss17,u—ssT,—,—e ty y Harvest Pointe B-2 18010804B T21 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.Thu Jan 2512:39:37 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-g1 SME7BTNyKc9tNVCfkDl1 CNrk?RXBgMoKCgHwzrgC 0-5-0 r0-11-0 i 6-10-1312-2-5 18-0-0 10-11-0 6-5-12 5.3-8 5-9.11 0-5-0 Scale=1:45. 6x6= 3x4 I I 4 1 14 5 10.53F1_2 12 11 W5 00 12 5x8 Ii 5x8 C 2 w 4 I.= 10 O 1 1 1 2 8 7 9 3x6= 3x4=3x4= 6 3x4= 9-0-0 18-0-0 9-0-0 9-0-0 Plate Offsets(X,Y)-- [2:0-3-12,0-3-41,[3:0-4-0,0-2-31 [4:0-4-8,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.12 6-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.78 Vert(CT) -0.26 6-8 >820 360 BCDL 15.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.04 6-8 >999 360 Weight:122 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals,and T3,T4:2x4 SP No.2 or 2x4 SPF No.2 2-0-0 oc purlins(2-2-0 max.):2-3,4-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 4-6,3-9 WI:2x6 SP No.2 REACTIONS. (Ib/size) 6=675/0-6-0 (min.0-1-8),9=750/0-6-0 (min.0-1-9) Max Horz 9=248(LC 8) Max Uplift6=-99(LC 8),9=88(LC 11) Max Grav 6=951(LC 32),9=1003(LC 32) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-11=-1235/192,11-12=-1091/193,4-12=-1044/210,5-6=330/69,2-9=-475/119 BOT CHORD 8-9=-165/1339,7-8=-107/446,6-7=-107/446 WEBS 3-8=-863/249,4-8=-113/979,4-6=-702/108,3-9=-1319/162 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)-0-11-0 to 17-10-4 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 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)6,9. 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 OF NEW " �OPHER0 Uj r tr n m2 _ 563016 AROFESSIONP� Job russ I russ I ype City Ply Harvest Pointe B-2 18010804B T22 Piggyback Base Girder 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:39:42 2018 Page I D xK3oGYLb04sCyprNOgrYEYzvB2g-0?FFHrFcBUzu FeFS?CKO?4wHilmLCRmSybwRz7zrgC 5-10-0 9-0-3 12-2-5 18-0-0 5-10-0 3-2-2 3-2-2 5-9-11 6x6= 3x4 11 Scale=1:45. 4 5 10.53 F12 12 2x4 11 3 1 W6 1t 4x4 11 4x4 5ZI V, 10 14 7 8 4x4= 4x8—4x6= 4x46 9.0-3 18-0-0 9-0-3 8-11-13 Plate Offsets(X,Y)-- (4:0-4-8,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/dell L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.82 Vert(LL) -0.07 6-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.54 Vert(CT) -0.14 6-8 >999 360 TCDL 15.0 Rep Stress Incr NO WB 0.49 Horz(CT) 0.02 6 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.04 6-8 >999 360 Weight:129 Ib FT=4% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):1-2,4-5. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-9,4-6 .REACTIONS. (Ib/size) 9=702/0-6-0 (min.0-1-8),6=683/0-6-0 (min.0-1-8) Max Horz 9=220(LC 70) Max Uplift9=-106(LC 9),6—98(LC 6) Max Grav9=948(LC 27),6=928(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9—350/62,2-11=-1318/62,3-11=-1188/72,3-12—1347/185,4-12—1216/196, 5-6=-326/65 BOT CHORD 9-14=-223/1838,8-14=-223/1838,7-8=-107/449,6-7=-107/449 WEBS 2-9=-1 849/161,2-8=-1189/177,3-8=-420/157,4-8=-165/1233,4-6=-710/97 NOTES- 1)Wind:ASCE 7-10;Vblt=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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6 except Qt=1b)9=106. 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. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)45 Ib down and 42 lb up at 1-7-15 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=-61,2-4=-61,4-5=61,6-9.16 (SOF NEIN Y Concentrated Loads(lb) �Q' OpHER G O,p� Vert:14=-23(F) `C_ ' 5630E A�OFESS1011 Job russTMrU ss ype ty y Harvest Pointe B-2 - 18010804B T23 nophch 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:39:44 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-zNNOi WHsj5DcVyPr6d Ms4V?obYavgSkOPvPY1 OzrgC -0-11-01-9-9 0-11-0 1-9-9 2x4 11 Scale=1:13.- 3 7.00 12 3x6 i 2 T1 W3 1 1 W2 F1 71-1 B1 4 5 3x4= 2x4 11 1-9-9 1-9-9 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.13 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 0.02 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.00 5 "" 360 Weight:13 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 1-9-9 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=35/Mechanical,5=145/0-6-0 (min.0-1-8) Max Horz 5=60(LC 8) Max Uplift4=-31(LC 8),5=-21(LC 11) Max Grav4=62(LC 21),5=171(LC 17) 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.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)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 '(SOF NEW O COPHER G, r � A S6308 ARoFESSI Job cussHiss ype ty y Harvest Pointe B-2 18010804B T24 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.Thu Jan 2512:39:49 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-JLAvIEL?YervbjHovAyt nZiS8Z50LWe7ZB6JiEzrgC( I 2-3-4 9-8-5 15-6-0 2-3-4 7-5-0 5-9-11 6x6 3x4 11 Scale=1:43. 3 10 4 Z=-- WO W5 5 8 7 6 5 2x4 11 -48= .44= 3x4= 2-3-4 9-8-5 15-6-0 2-3-4 7-5-0 5-9-11 Plate Offsets(X,Y)-- [3:0-2-12.0-1-12),[7:0-3-8.0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.15 6-7 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.83 Vert(CT) -0.27 6-7 >686 360 TCDL 15.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/fP12014 Matrix-S Wind(LL) 0.05 6-7 >999 360 Weight:109 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2'Except` TOP CHORD Structural woad sheathing directly applied or 2-2-0 oc purlins, except T2:2x6 SP No.2 end verticals,and 2-0-0 oc purlins(3-1-0 max.):1-2,3-4. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-6,3-5 REACTIONS. (Ib/size) 8=585/0-6-0 (min.0-1-8),5=585/0-6-0 (min.0-1-8) Max Horz 8=224(LC 8) Max Uplift8=-48(LC 11),5=-1 04(LC 8) Max Gray 8=770(LC 30),5=785(LC 29) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-705/59,1-2=-1881/197,2-9=-768/76,3-9=-424/99,4-5=-314/67 BOT CHORD 6-7=-221/2013,5-6=-101/436 WEBS 1-7=-191/1946,2-7=-721/161,2-6=-1616/269,3-6=0/393,3-5=-679/86 NOTES- 1)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 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except Qt=1b)5=104. 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. 7)Graphical purlin representation does not depict the size or the orientation of the pur]in along the top and/or bottom chord. LOAD CASE(S) Standard �P��OF NEVV 'opVIERG O'Qi 0-' .0 Xu. . 663016 AROFESSIONP Job russ I russ I ype Qty Ply Harvest Pointe B-2 180108048 T25 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.Thu Jan 2512:39:55 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-8VXAOHPm7Uc2JelyGR3R1 gySb_8HID3Ox7Zdwtzrq( 0 11-A 3-0-0 9-8-5 15-6-0 11- 3-0-0 6-8-5 5-9-11 5x6= 3x4 11 Scale=1:57. 12 4 1 5 11 10.53 12 W6 N cp n N 5x6/i 3 W4 m 4x10// 2 4x12= 7 3x4 0 1 = 2 4x6= Ic 10 9 3x4= 2x4 11 3_0_09-8-5 ' 15.6-0 3-0-0 6-8-5 5-9-11 Plate Offsets(X,Y)-- [2:0-2-14.0-2-01,[3:0-0-12.0-1-81,[4:0-4-0,0-1-121 [8:0-7-4,0-2-41 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.97 Vert(LL) -0.14 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.80 Vert(CT) -0.23 7-8 >802 360 BCDL 15.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.22 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.08 7-8 >999 360 Weight:113 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):4-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: B2:2x4 SP No.1 7-3-4 oc bracing:7-8. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-7,4-6 REACTIONS. (Ib/size) 6=583/0-6-0 (min.0-1-8),10=652/0-6-0 (min.0-1-11) Max Horz 10=275(LC 8) Max Uplift6=141(LC 8),10=-43(LC 11) Max Grav6=772(LC 26),10=1065(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2741/503,3-11=-849/109,4-11=-454/128,5-6=-325/70,2-10=-1004/189 BOT CHORD 3-8=-399/1326,7-8=-656/2629,6-7=-131/448 WEBS 3-7=-2210/635,4-7=-34/510,4-6=-701/136,2-8=-381/2184,8-10=-330/195 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.0psf;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)TOLL: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)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)10 except(jt=lb) 6=141. 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 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: NE[1ry �'<P �OPNER 0- 0 n S6$013 � v� AROpESS01 Job cuss rusS I ype QtY Ply Harvest Pointe B-2 ^ 18010804B T25SGE 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.Thu Jan 2512:40:01 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-zfvRGKUXjJMCi ZC6chArG5CU4PBg9xYuJ3Oy8XzrgC, -p-11-A 3-0-0 9-8-5 11-6-0 13-6-0 •15-6-0 0-11-b 1-9-11 2-0-0 2-0-0 5x6= 3x4 11 Scale=1:56. UZI T2 4 1 5 17 ST 10.53 12 W6 ST N c6 n N 5X6 3 W4 3x811 4x10 1 // 3x4 2 4x12= 7 0 = 3 4x6= N BI 10 9 3x4= �3-0 0 9-8-5 15-6-0 3 0 0 6-8-5 5-9-11 Plate Offsets(X,Y)-- [2:0-2-14.0-2-0],[3:0-0-12 0-1-81 [4:0-4-0,0-1-121,[8:0-7-4,0-2-41,[13:0-1-0 0-0-31 T (psf) CLL 231 SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Ground Snow=30.0) Plate Grip DOL 1.15 TC 0.97 Vert(LL) -0.14 7-8 >999 480 MT20 197/144 TCDL 15.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.23 7-8 >802 360 BCLL 10.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.22 6 n/a n/a BCDL 10.0 Code IRC2015[TP]2014 Matrix-S Wind(LL) 0.08 7-8 >999 360 Weight:135 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(2-2-0 max.):4-5. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 132:2x4 SP No.1 7-3-4 oc bracing:7-8. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 3-7,4-6 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 6=583/0-6-0 (min.0-1-8),10=652/0-6-0 (min.0-1-11) Max Horz 10=275(LC 8) Max Uplift6=-141(LC 8),10-43(LC 11) Max Grav6=772(LC 26),10=1065(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2741/503,3-17=849/109,4-17=-454/128,5-6=-325/70,2-10=1004/189 BOT CHORD 3-8=-399/1326,7-8=-656/262916-7=-131/448 WEBS 3-7=-2210/635,4-7=-34/510,4-6=-701/136,8-10=330/195,2-8=-381/2184 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;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)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)All plates are 2x4 MT20 unless otherwise indicated. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10 except(jt=lb) 6=141. 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. LOADCASE(S) Standard SOF NEtV C�CQ�.GOPHER G O�� 5' r O 2 2 56301B v ROFESS1011 Job rusS Truss Type Qty my Harvest Pointe B-2 18010804B T26 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.Thu Jan 2512:40:03 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-v1 OBhOVnFxcwHtMUk6CJLW HvWCs6dwyBnMV2CQzrgCi 8P-- -0- 9- -0 15-6-0A 6-6-0111 30 4x4= Scale=1:56. 4 11 12 10.53 12 3x6/i 3x8 5 3 W4 0 3x6 2 48= 7 2x4 11 4 1 2 3x10= N 10 9 3x4= 2x4 11 3-0-0 9-0-0 15-6-0 3-0-0 6-0-0 6-6-0 Plate Offsets(X,Y)-- [3:0-1-0,0-1-81,[8:0-5-12,0-2-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.07 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.87 Vert(CT) -0.15 7-8 >999 360 TCLL 15.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.13 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.07 7-8 >999 360 Weight:101 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-9 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 8-0-12 oc bracing:7-8. REACTIONS. (Ib/size) 6=583/0-6-0 (min.0-1-8),10=652/0-6-0 (min.0-1-8) WEBS 1 Row at midpt 3-7 Max Horz 10=197(LC 8) Max Uplift6=-60(LC 11),10=-51(LC 11) Max Grav6=632(LC 21),10=673(LC 21) ' FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2037/455,3-11=-596/108,4-11=-436/126,4-12=-507/118,5-12—644/98, 2-10=-730/1 85,5-6=-556/112 BOT CHORD 3-8=-261/1050,7-8=-536/1868 WEBS 3-7=-1468/537,4-7-19/351,5-7=-59/335,2-8=-335/1611 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 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 100 Ib uplift at joint(s)6,10. 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 SOF NEW GOPHER G r � $6308 ARo�sstoNP� Job russ I russ I ype ty Ply Harvest Pointe B-2 180108048 T27GE Monopitch Supported Gable 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:06 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-JciKJ2YfYs_UBK53PFmOz8vXUQ4?gOzdTKkjpkzrgC -0-11-0 , 3-0-0 0-11-0 3-0-0 2x4 I I Scale=1:23. 4 8 10.53 12 2x4 11 3 1 W2 2x4 I I 2 T1 1 W1 7 6 5 2x4 II 2x4 11 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI.' DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TO 0.16 Vert(LL) 0.00 2 n/r 180 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.09 Vert(CT) 0.00 2 n/r 80 TCLL 155.0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 5 n/a n/a BOLL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:22 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 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. (Ib/size) 7=120/3-0-0 (min.0-1-8),5=63/3-0-0 (min.0-1-8),6=90/3-0-0 (min.0-1-8) Max Horz 7=120(LC 8) Max Uplift7=81(LC 7),5=29(LC 8),6=142(LC 8) Max Grav7=204(LC 22),5=85(LC 21),6=190(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&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)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 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)Gable requires continuous bottom chord bearing. 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)7,5 except(jt=1b) 6=142. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW GOPHER G C7 n S630a � AROFESSIONP�� Job mss Fruss Type Qty Ply Harvest Pointe B-2 180108048 T28 Common 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:08 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-G?g4kkZw3TECNeESWfoU2Z?I1 Dil[HowweDptdzrgC 1-0-11-016-6-0 13-0-0 -0 , 0-11 6-6-0 6-6-0 Scale=1:36. 8 g 10.53 F12 46 46 ii 4 2 1 4 T 7 6 52x4 II 2x4 II 3x10= 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets(X,Y)-- r2:0-2-12.0-1-81,[4:0-2-12.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.03 5-6 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.05 5-6 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 5 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.00 6 >999 360 Weight:78 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) 7=556/0-6-0 (min.0-1-8),5=486/0-6-0 (min.0-1-8) Max Horz 7=157(LC 8) Max Uplift7-48(LC 11),5-33(LC 11) Max Grav7=571(LC 21),5=514(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-499/86,3-8=-304/105,3-9=-337/99,4-9=-464/79,2-7=-510/134,4-5=440/97 BOT CHORD 6-7=-197/302 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.;CN-11.1 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 pF NEWY �Q' OpHER G .O,Q` 0 � 66368 tG= v AROFESSION� Job russ I cuss I ype uty Ply Harvest Pointe B-2 180108048 T29 Hip 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130s Dec 122017 MTek Industries,Inc.Thu Jan 2512:40:12 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-8m3ba5CQ7ileSFYDIVtQD P9O9r4GE5g WrGB10OzrgC 1-0-11-015-5-12 7-6-4 , 13-0-0 13-11-q 0-11-0 5-5-12 2-0-8 5-5-12 0-11-0 6x6= 6x6= Scale=1:35. 3 IES 4 I Eu 0 6 10.53 12 10 11 3 9 5x6 zi 5x6 2 5 6 1 Q Li 8 9 4x10= 72x4 II 2x4 11 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets(X,Y)-- (2:0-2-12.0-1-81,(3:0-3-11,Edgel,(4:0-3-11,Edgel,(5:0-2-12.0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.85 Vert(LL) -0.03 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.05 7-8 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) 0.00 8 >999 360 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 5-4-1 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 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=553/0-6-0 (min.0-1-8),7=553/0-6-0 (min.0-1-8) Max Horz 9=145(LC 10) Max Uplift9=48(LC 11),7=48(LC 12) Max Grav9=896(LC 30),7=896(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-10=-748/93,3-10=519/110,3-4=-396/133,4-11=519/110,5-11=748/93,2-9-849/141,5-7-849/141 BOT CHORD 8-9=-141/313 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 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 Ib 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 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 pF NEW ' r- tY 0 .- 2,^ S6305 A�OFESSIO��� Job russ I russ I ypeTy y Harvest Pointe B-2 180108048 T30 Hip 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:15 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-YLlkC7fJQd7DjjHoReQ7g2nvn253 RRgyXE PhdjzrgC 0-11-0 , 3-9-11 9-2-5 13-0-0 13-11-0, 0-11-0 ' 3-9-11 5-4-9 3-9-11 0-11-0 6x6= 6x6= Scale=1:28. 3 fN 10 11 4 1 N o p' 10.53 12 1 N n 3x6 X/, 3 3x6�� a 2 5 6 1 1 0 8 9 4x10= 7 2x4 II 2x4 II 6-6-0 13-0-0 6-6-0 6-6-0 Plate Offsets_(X,Y)-- (3:0-3-11,Edgel,f4:0-3-11,Edgel LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/def] Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.89 Vert(LL) -0.03 7-8 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.28 Vert(CT) -0.06 7-8 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.18 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:82 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(3-1-0 max.):3-4. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=553/0-6-0 (min.0-1-8),7=553/0-6-0 (min.0-1-8) Max Horz 9=116(LC 10) Max Uplift9-41(LC 11),7=411(LC 12) Max Grav9=756(LC 30),7=756(LC 30) FORCES: (]b)-Max.Comp./Max.Ten.-All forces 250(]b)or less except when shown. TOP CHORD 2-3-616/127,3-10=-439/114,10-11=439/114,4-11=-439/114,4-5=-616/127,2-9=711/150,5-7=711/150 WEBS 2-8=-60/438,5-8=-63/438 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 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 tfuss to bearing plate capable of withstanding 100 Ib 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 pur]in along the top and/or bottom chord. LOAD CASE(S) Standard �pF NEIV y �&VAERG 0ct w m �z� 5630$ V� AROFESSIONP Job russ 7russ7,—,e— ty y Harvest Pointe B-2 180108048 T31 pecial 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:21 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-NV6?TA14?TtM RekynuXX4J 14QT9Jr6urwAs?gNzrg6 -0-11-0 , 2-1-11 5-0-1 , 6-6-0 7-11-15 10-10-5 13-0-0 13-11-0 0-11-0 2-1-11 2-10-6 1-5-15 1-5-15 2-10-6 2-1-11 0-11-0 4x4= Scale=1:27. 11-000-2 5 4x4= 44= 3 6 4x4= 4x4= 3 10.53 F12 Ci Oi 3x6 W6 3x6�� 1 m 2 8 ci wo 5 W 4 CO 9 1 1 0 Lb 13 12 11 14 3x8= 3x8= 3x8= 10 2x4 11 2x4 11 2-1-11 6-6.0 10-10-5 13-0-0 2-1-11 4-4-5 4-4-5 2-1-11 Plate Offsets(X,Y)-- [3:0-2-0,0-1-121,[7:0-2-0,0-1-121 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.0212-13 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.0312-13 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 10 n/a n/a BCLL 10.0 BCDL. 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) 0.01 12 >999 360 Weight:91 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.):3-4,6-7. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 14=640/0-6-0 (min.0-1-8),10=640/0-6-0 (min.0-1-8) Max Horz 14=115(LC 10) Max Upliftl4=-202(LC 11),10=-202(LC 12) Max Grav 14=830(LC 36),10=830(LC 36) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-612/237,3-4=-450/199,4-5=-682/243,5-6=-682/243,6-7=-450/199,7-8=-612/237, 2-14=816/268,8-10=-816/268 BOT CHORD 12-13=-125/693,11-12=-1 16/688 WEBS 4-13=-350/63,4-12=-415/181,5-12=-282/812,6-12=-415/181,6-11=-350/63, 2-13=-112/518,8-11=-113/520 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;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 Ib uplift at joint(s)except Qt=1b)14=202, 10=202. 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. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)76 Ib down and 66 Ib up at 2-1-15, 77 Ib down and 85 Ib up at 2-5-4,and 77 Ib down and 85 Ib up at 10-6-12,and 76 Ib down and 66 Ib up at 10-10-1 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 yO LOAD CASE(S) Standard . �'<PC2,�OPFIER 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) * V Vert:1-2=-61,2-3=-61,3-4=-61,4-5=-61 5-6=-61,6-7=-61,-7-8=-61,8-9=-61,10-14=-16 r- 0 n ju Continued on page 2 5630$ SSI)XI Job rusS Iruss Fype Uty ply Harvest Pointe B-2 180108048 T31 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.Thu Jan 2512:40:21 2018 Page; I D:xK3oGYLb04sCyprNOgrYEYzvB2g-NV6?TAj4?TtM RekynuXX4J 14QT9Jr6urwAs?gNzrgB LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:13=-86(F)11=86(F) OF NEW �P Opi4EFR? G n S6308 A�OFESSI Job russ I rusS I ype City Ply Harvest Pointe B-2 180108048 T32 Jack-Closed Structural Gable 2 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:23 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-Ju Elusl KX474gyuKuJZ?9k6QgGuTJ4F8NUL6u FzrgB -1-3-152-9-6 1-3-15 2-9-6 2x4 11 Scale=1:18. 3 7.58 12 6 3x6 i 1 2 W3 W1 1 2 Li 81 4 5 3x4= 2x4 11 2-9-6 2-9-6 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.00 4-5 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.05 Vert(CT) -0.00 4-5 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P Wind(LL) 0.00 5 '*** 360 Weight:21 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 2-9-6 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=69/Mechanical,5=212/0-7-15 (min.0-1-8) Max Horz 5=95(LC 8) Max Uplift4=-47(LC 8),5=-27(LC 11) Max Grav4=110(LC 21),5=237(LC 17) 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.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 ANSIfTPI 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)Gable studs spaced at 2-0-0 oc. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 9)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. LOAD CASE(S) Standard oF NEW r ,,OPHFIZ n 5630$ V� AROFESSIONP Job russ rUSS ype Qty y Harvest Pointe B-2 18010804B T33 Jack-Closed Structural Gable 2 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:26 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-kTvu WunCq?WfXPdvaR7inMkyvUweW Rxa3 RamVazrgBI -0-11-02-0-1 0.11-0 2-02-0 1 Scale=1:19. 2x4 II 3 X W3 4 5 3x4= 2x4 11 201 2-0-1 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 0.13 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 BCDL 15.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Wind(LL) 0.00 5 -­ 360 Weight:17 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-1 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=46/Mechanical,5=151/0-6-0 (min.0-1-8) Max Horz 5=96(LC 8) Max Uplift4=-72(LC 8),5=24(LC 7) Max Grav4=95(LC 21),5=177(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) 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 11;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)Gable studs spaced at 2-0-0 oc. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,5. 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 OF NEW . ��5 c 6630E A�OFESSIONP Job russ I rusS I ype Qty Ply Harvest Pointe B-2 18010804B T34 Common 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:28 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-gr1 exZpTMcmNnjmlhs9AsngGkHak_LvtX13taTzrgB 4-0-0 8-0-0 4-0-0 4-0-0 4x4= Scale=1:29. 2 7 8 11.00 12 1 3x6 3x6 Xi 3 1 0 0 5 6 3x10= 4 2x4 11 2x4 11 4-0-0 8-0-0 4-0-0 4-0-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.30 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 5-6 >999 360 TCDL 15.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-P Wind(LL) 0.00 6 >999 360 Weight:47 lb 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) 6=296/0-6-0 (min.0-1-8),4=296/0-6-0 (min.0-1-8) Max Horz 6=-93(LC 7) Max Uplift6—21(LC 12),4=-21(LC 11) Max Grav6=315(LC 21),4=315(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-276/43,3-8=-276/43,1-6=-273/65,3-4=-273/65 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 3)Unbalanced snow loads have been considered for this design. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,4. 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 NEiV �P HER O 166306 F, AROFESSIONP� Job Russ I cuss I ype Qty Ply Harvest Pointe B-2 180108048 T34GE Common Supported Gable 1 I 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu.Jan 25 12:40:31 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-4QjnZbrLfX8xeAVtM?itUQSrlVdbBigJDj IXAozrgE -,0-5-0 4-0-0 8-0-0 8-5-0 5 4-0-0 4-0-0 5- 4x4= Scale=1:27. 4 13 14 11.00 12 5 3 1 T T T 6 2 7 1 0 o IJ 12 11 10 9 8 8-0-0 8-0-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in floc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.06 Vert(LL) 0.00 6 n/r 180 MT20 197/1.44 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.04 Vert(CT) -0.00 6 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 8 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:45 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-0-0. (lb)- Max Horz 12=-1 03(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)12,8,9 except 11 Job russ I russ Fype Qty Ply Harvest Pointe B-2 18010804B T35 MONOPITCH 3 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:35 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-zByl PyusimeN6opebgnpeGcJN6lf7O9v8 LGIJZzrgB 1-11-0 7-0-8 13-9-818-7-0 20-6-82 -00 1-11-0 7-0-8 6-9-0 4-9-8 1-11-8 -5-8 5.81 12 7 - Scale=1:51. 3x4 " &4 6 5 4 2x4\\ G 0 4 W3 O 5x6 5x6% 3 13 1 12 46= 2 L 1 f�co 0 11 10 3x10 II 9 3x4= 3x4= 5x16= 10-5-0 20-6-8 21-Or0 10-5-0 10-1-8 0-5-8 Plate Offsets(X,Y)-- [2:0-8-2,Edgel,[8:Edge,0-1-81,[9:0-6-0.0-2-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.92 Vert(LL) -0.19 9-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.39 9-11 >627 360 TCDL 15.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) -0.09 9-11 >999 360 Weight:146 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 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.):7-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at micipt 8-9,7-9,6-9 SLIDER Left 2x8 SP No.2 4-0-1 REACTIONS. (Ib/size) 9=774/0-6-0 (min.0-1-11),2=915/0-6-0 (min.0-2-0) Max Horz 2=312(LC 8) Max Uplift9=-131(LC 11),2=-117(LC 11) Max Grav9=1083(LC 27),2=1264(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=1775/192,3-13=-1626/204,3-4-1505/222,4-5=-1335/189,5-6=-1058/203 BOT CHORD 2-11=-195/1415,10-11=-115/787,9_10=_1 15/787 WEBS 4-11=-542/196,6-11=-58/723,6-9=-10821232 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 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 atjoint(s)except(jt=lb)9=131, 2=117. 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 NEW), y.�P copHER c .�'Qi QNs- n Lu 1 5630E v� AROFESSIOVI Job russ I russ I ype Qty Ply Harvest Pointe B-2 18010804B T35A MONOPITCH 10 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:38 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-NmeQ1 xk?hOyzFXDHzKWGuEgxJnIKluLgJUPwuzrgB 7-0-813-9-8 18-7-0 20-6-821 O 0 1-11-0 7-0.8 6-9-0 4-9-8 1-11-8 0-5-8 4x4= 3x4 11 Scale=1:57. 5.81 12 8 7 3x4 3x4 G 6 5 4 2x4\\ G Ci 0 4 W3 0 5x6 5x6 3 13 1 2 L1 Pit R2 1 12 4x6.= m k? 0 3x10 11 11 10 9 3x4= 3x4= 5x16= 10-5-0 20-6-8 2"-0 10-5-0 10-1-8 0-5-8 Plate Offsets(X,Y)-- r2:0-8-2,Edge],f9:0-6-0.0-2-81,[12:0-3-0,04-01 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 23.1 Plate Grip DOL1.15 TC 0.90 Vert(LL) -0.20 9-11 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.99 Vert(CT) -0.41 9-11 >610 360 BCDL 15.0 Rep Stress Incr YES WB 0.54 Horz(CT) 0.04 9 n/a . n/a BCDL 10.0 BCDL 10.0 Code IRC2015fTP12014 Matrix-S Wind(LL) -0.10 9-11 >999 360 Weight:143 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, excepl BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):7-8. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. OTHERS 2x6 SP No.2 WEBS 1 Row at midpt 8-9,7-9,6-9 SLIDER Left 2x8 SP No.2 4-0-1 REACTIONS. (Ib/size) 9=774/0-6-0 (min.0-1-11),2=915/0-6-0 (min.0-2-0) Max Horz 2=312(LC 10) Max Uplift9=-131(LC 11),2=-1 17(LC 11) Max Grav9=1083(LC 27),2=1264(LC 27) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=1775/192,3-13=-1627/205,3=4-1505/222,4-5=-1335/189,5-6=-1059/203 BOT CHORD 2-11=-195/1416,10-11=-115/787,9-10=-115/787 WEBS 4-11=-542/196,6-11=-58/724,6-9=-1 083/232 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)9=131, 2=117. 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 NEt1ry COPFIER G 1 QNg. r 7C p r i r W > W S630B AROFESSIONP� Job russ I russ I ype City Ply Harvest Pointe B-2 180108048 Vol VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:41 2018 Page' ID xK3oGYLb04sCyprNOgrYEYzvB2g-oLJZgOzd lcPXdGoy5uDuXsQvXOaXC6nWHj3XDzrgB 10-7-2 10-7-2 3x4 11 Scale=1.45. 4 8 9.00 12 2x4 II 3 T 2x4 11 2 1 R RI 016 0 3x4 7 6 5 2x4 I I 2x4 11 2x4 11 5 10-7-2 00-095- 10-6-13 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). n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.12 Vert(CT) n/a . n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 5 n/a n/a BCLL 10.0 Cade IRC2015/TPI2014 Matrix-S Weight:54 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 o_c bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 4-5 REACTIONS. All bearings 10-6-12. (lb)- Max Horz 1=226(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)1,5,7 except 6 Job cuss I russ I ype Qty Ply Harvest Pointe B-2 180108048 _ V02 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:40:43 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-kkRJ4i_tgDfE40QA3WwhzyxoBKh I?6z4zbCAc5zrgB 9-4-3 9-4-3 Scale=1:41. 2x4 11 3 9.00 12 6 2x4 11 2 T T 1 v 6 0 2x4 5 4 2x4 11 2x4 II I 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 0.42 Vert(LL) n/a n/a :999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.17 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:45 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=152/9-3-14 (min.0-1-8),4=101/9-3-14 (min.0-1-8),5=421/9-3-14 (min.0-1-8) Max Horz 1=198(LC 8) Max Upliftl=6(LC 7),4=43(LC 8),5=-159(LC 11) Max Grav 1=209(LC 21),4=136(LC 20),5=507(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-349/193 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)Gable requires continuous bottom chord bearing. . 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,4 except Qt=1b) 5=159. 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 NEVA y GOPHER G QAC c n S6308 2 SSI Al Job russ I russ I ype Qty Ply Harvest Pointe B-2 18010804B V03 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 Mali Industries,Inc.Thu Jan 25 12:40:45 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-g7Z4VN07MnryJKZZBxz92N18A8OiTO?N RvhHg_zrgBV 8-1-4 8-1-4 2x4 113 Scale=1:34. 9.00 12 6 2x4 11 2 T T 1 a 0 c 2x4 5 42x4 II 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.45 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 BCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-P Weight:38 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. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=104/8-0-15 (min.0-1-8),4=113/8-0-15 (min.0-1-8),5=361/8-0-15 (min.0-1-8) Max Horz 1=170(LC 8) Max Upliftl=13(LC 7),4=-39(LC 8),5=136(LC 11) Max Grav1=156(LC 21),4=148(LC 20),5=436(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-304/193 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)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)1,4 except Qt=1b) 5=136. 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 CO �Op NER ANO- Q n LU 2 2 ss3oa w� A7 O10 SS10k, Job russ I russ I ype Qty Ply Harvest Pointe B-2 18010804B VO4 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:48 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-5hEC8 P20fmHXAn18s3Wsg?fheLPigO0p7tvxHJzrgB' 6-10-5 6-10-5 2x4 11 3 Scale=1:29. 9.0012 6 T 1 2x4 11 2 T n Ir-111 v 6 6 2x4 5 4 2x4 11 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.31 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-P 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 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. (Ib/size) 1=48/6-10-0 (min.0-1-8),4=120/6-10-0 (min.0-1-8),5=314/6-10-0 (min.0-1-8) Max Horz 1=142(LC 8) Max Upliftl=-22(LC 7),4=-35(LC 8),5=-119(LC 11) Max Grav1=95(LC 21),4=154(LC 20),5=379(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-265/172 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 11;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)1,4 except(jt=lb) 5=119. 6)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSlfTPI 1. LOAD CASE(S) Standard pF NEWY GOPHER n 66305 v AROFESSIOt, Job cuss russ ype ty Ply Harvest Pointe B-2 18010804B V05 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:40:50 2018 Page ID:xK3oGYLb04sCyprNOgrYEYzvB2g-14MzY54GANXFP5SX_UYKIQkzh93h71J6aAO2LBzrgB 5-7-7 r 5-7-7 2x4 11 2 Scale=1:24. 9.00 12 4 T W1 1 v 0 0 2x4 ii 32x4 II 0-p 5 5-7-7 00-8-55 5-7-2 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (lob) I/defl L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.53 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 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-P 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 5-7-7 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) 1=194/5-7-1 (min.0-1-8),3=194/5-7-1 (min.0-1-8) Max Horz 1=114(LC 8) Max Upliftl=-7(LC 11),3=52(LC 11) Max Grav1=216(LC 21),3=241(LC 20) 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.Opsf;h=24ft;Cat.II;Exp B;enclosed;MW FIRS (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 100 Ib uplift at joint(s)1,3. 5)Non Standard bearing condition. Review required. 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 pF NEIVY 1W 2 � Z 66305 V� AROFESS1011 Job cuss I russ I ype City Ply Harvest Pointe B-2 180108048 _ V06 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi Tek Industries,Inc.Thu Jan 2512:40:52 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-zTUjznSWi_nzfPcv5vbogrpN?zlzbCpP2Ut8Q4zrgBl 4-4-8 4-4-8 2x4 11 Scale=1:19. 2 4 9.00 12 T W1 1 B1 a 6 3 2x4 2x4 I I I LOADING (psf) TCLL23.1 SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL Plate Grip DOL 1.15 TC 0.28 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.14 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-P Weight:18 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-8 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) 1=146/4-4-3 (min.0-1-8),3=146/4-4-3 (min.0-1-8) Max Horz 1=86(LC 8) Max Upliftl=-5(LC 11),3=39(LC 11) Max Gravl=163(LC 21),3=182(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 11;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 '(SOF NEW HER O 5 SOP G n W 5636E _ AROFESSI Job russ I russ I ypety y Harvest Pointe B-2 18010804B V07 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:40:54 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-vrcTOS7mEc1 hujmlDKdGwGvl2mTg36JiVoMFUyzrgBl 3-1-9 3-1-9 Scale=1:14. 2x4 11 2 9.00 12 T W1 ,1 a B1 a 0 3 2x4 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell. Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a n/a 999 BCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015fTP12014 Matrix-P Weight:12 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 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) 1=98/3-1-4 (min.01-8),3=98/3-1-4 (min.0-1-8) Max Horz 1=58(LC 8) Max Uplifts—4(LC 11),3=-26(LC 11) Max Grav1=109(LC 21),3=122(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 11;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 SOF NEWY ' �OpNER G �•Q� n W 56308 � AROFESS►ONP Job russ I russ I ype Qty Ply Harvest Pointe B-2 . 180108048 V08 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc:Thu Jan 2512:40:56 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-sEiEp881 mDHO70vgKlfk?h_6za9gXOo_z6rMZrzrgB 1-10-10 1-10-10 Scale=1:9. 2x4 11 2 AF121 lC2 e 0 3 2x4 2x4 11 I LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.03 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.01 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 IRC2015/TP12014 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 woad sheathing directly applied or 1-10-10 oc purlins, BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=50/1-10-5 (min.0-1-8),3=50/1-10-5 (min.0-1-8) Max Horz 1=29(LC 8) Max Upliftl—2(LC 11),3=-13(LC 11) Max Grav 1=56(LC 21),3=62(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=6.0psf;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 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 NEWY . O ,OPHER(3 V m ZN ­V �Z 56308 AROFESSIC)IA Job toss toss Type— ty y Harvest Pointe B-2 180108048 V09 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:41:00 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-k?zIf WCXgSogceDSZakg9X8nOBVJTmfatkpaiczrqBl 10-1-7 3x4= 12-11-0 15-3-0 10-1-7 2-9-9 2-4-0 -6- 7 8 9 10 11 12 oI 6 26 5 2 10.53 12 ..21' 22 -4 T OP ao co 0 3 v . 2-4-0' 3x6=w 2 - I . 1 25 6 0PN 20 19 18 17 16 15 14 13 12-11-0 .15-3-0 1,--98 12-11-0 2-4-0 -6-8 Plate Offsets(X,Y)-- (7:0-2-0,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 0.13 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 TCLL 15.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.01 25 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S . Weight:140 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.):7-12. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W4,W3:2x6 SP No.2 WEBS 1 Row at midpt8-15,3661Fi OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):21,22,23 REACTIONS. All bearings 15-9-8. (lb)- Max Horz 1=253(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,15,16,17,18,19,20,13,14'except 12-129(LC 7), 25=-150(LC 10) Max Grav All reactions 250 Ib or less at joint(s)1,12,15,16,13,14,25 except 17=286(LC 30),18=273(LC 30), 19=280(LC 30),20=260(LC 30) 3x4 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-262/176 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,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 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Bearing at joint(s)25 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)1,15,16,17,18,19, 20,13,14 except(jt=lb)12=129,25=150. 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. . 1'0)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(,y Y .�P OpHER G .O'Qi Q- - CD c1 n CP 6 S 308 ARO sstox P Job russ I RISS I ype Qty Ply Harvest Pointe B-2 18010804B V10 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc. Thu Jan 2512:41:04 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-dmCFUtF2tg IG5 FWDoQodJNJ I MorfPYaAoMnnrNzrgBI 10-10-1514-10-14 10-10-15 3-11-15 6x6= 3x4 11 Scale=1:55. is 4 511 ZI 10.53 12 M_ ,4 k13 :2x4 1 0 0 3x4/i 9 8 7 6 2x4 11 2x4 11 2x4 11 3x4 11 0-Q-5 14-10-14 0-90-5 14-10-9 Plate Offsets(X,Y)-- (4:0-3-10,Edge) LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/deft L/d PLATES GRIP TOLL 23.1 Plate Grip DOL 1.15 TC 0.77 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.21 Vert(CT) n/a n/a 999 BCDL 155.0.0 Rep Stress Incr YES WB 0.33 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S 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 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 WEBS 1 Row at midpt 5-6,4-7 REACTIONS. All bearings 14-10-10. (lb)- Max Horz 1=274(LC 8) _ Max Uplift All uplift 100 Ib or less at joint(s)1,6,7 except 8—156(LC 11),9—126(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,6 except 7=386(LC 29),8=600(LC 30),9=489(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-274/229,2-3=-259/227,3-10=-2521113 WEBS 4-7=-307/145,3-8=-524/201,2-9=-413/156 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)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 except Qt=lb) 8=156,9=126. 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 (SOF NEW GOPHER G ��5 t LU V 1 r � n 56308 AROFESSIONP\. Job fuss Truss type City Ply Harvest Pointe B-2 18010804B V11 GABLE 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:41:07 2018 Page ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-1 Lu07vHwAbggyiFoTZMKx?xgiOsEcxjcVKORSizrgB. 14-0-5 11-8-6 12-11-1 i 11-8-6 1-2-11 1-1-4 4x4= 4x4= Scale=1:61. 5 6 7 2x4 11 3x4 11 4 10.53 F12 2x4 11 3 O m o C') o 3 2x4 11 2 v 1 1 W R1 d 0 3x4 12 11 10 9 8 2x4 II 2x4 II 2x4 11 3x4= 2x4 11 12-11-1 14-0-$ 12-11-1 1-1-4 Plate Offsets(X,Y)-- f8:Edge,0-1-81 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.76 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.22 Vert(CT) n/a n/a 999 BCDL 155.0.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 8 n/a n/a BCLL 10.0 BCDL. 10.0 Code IRC2015/TPI2014 Matrix-S Weight:96 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.):5-6. 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 7-8,4-10,6-9 REACTIONS. All bearings 14-0-5. (lb)- Max Horz 1=289(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)8,10,9 except 1—116(LC 9),11 Job rusS I Russ I ype Qty Ply Harvest Pointe B-2 180108048 V12 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mn7ek Industries,Inc.Thu Jan 2512:41:10 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-RwZXIwJpTW2PpA_N9hv1ZeZLiDvXpix2BIE531zrgB 11-5-2 11-5-2 1 8 9 44= Scale=1:61. 4 3x4 11 5 2x4 II 10.53 12 3 T v ZI00 1 0 0 3x4// 9 8 7 6 2x4 11 2x4 I[ 2x4 I[ 3x4 11 13-1-11 13-1-6 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Well 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 0.18 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.21 Horz(CT) -0.00 6 n/a n/a BCLL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:84 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 N6.2 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 5-6,4-7 REACTIONS. All bearings 13-1-7. (lb)- Max Horz 1=278(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)1,6,7 except 8=-153(LC 11),9—136(LC 11) Max Grav All reactions 250 Ib or less at joints)1,6 except 7=310(LC 20),8=408(LC 20),9=361(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-281/213 WEBS 3-8=-296/197,2-9=-255/167 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 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)1,6,7 except(jt=lb) 8=153,9=136. 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 �pF NEW Y n 5630$ V� A�OFESSIONP Job russ truss lype Qty P 7yHoarvest Pointe B-2 18010804E V13 VALLEY 1 b Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:41:12 2018 Page" ID:xK3oGYLb04sCyprNOgrYEYzvB2g-OJhHAcL3?8J72U81G6yVe3ejwlaTHDALecjC7wzrgB 10-6-9 12-3-2 , 10-6-9 1-8 9 4x4= Scale=1:56. 4 3x4 11 5 10.53 12 2x4 II 3 T NET 3 Cb 2x4 I I 2 7 1 a , 0 6 3x4 9 8 7 6 2x4 11 2x4 11 2x4 11 3x4 11 0-0-5 12-3-2 0-9-2 12-2-13 LOADING(psf) SPACING- 1-7-3 CSI. DEFL: in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.54 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.15 Vert(CT) n/a n/a 999 - TCDL 15.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 6 n/a n/a BCLL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:76 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. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 5-6,4-7 REACTIONS. All bearings 12-2-13. (lb)- Max Horz 1=254(LC 10) Max Uplift All uplift 100 Ib or less atjoint(s)1,6,7 except 8=-156(LC 11),9=-120(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,6 except 7=304(LC 20),8=415(LC 20),9=320(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-265/200 WEBS 3-8=-302/200 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)Gable requires continuous bottom chord bearing. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,6,7 except(jt=lb) 8=156,9=120. 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 '�P OPiiERG .�'pr O fl! 56308 V� AROFESS10%, Job russ I russ I ype City Ply Harvest Pointe B-2 180108048 V14 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:41:15 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-ou NPoeNxl3hivxsKxEVCGhGGkEbIUZInKZyskEzrgB 9-7-15 118-1-4-9 9-7-15 1- 0 4x4= Scale=1:49. 3 2x4 11 4 10.53 12 2x4 II 2 T 1 1 v 6 0 3x4 7 6 5 2x4 11 2x4 11 2x4 It 0-0-5 11-4-9 0-0-5 11-4-4 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.44 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.20 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.24 Horz(CT) -0.00 5 n/a n/a BCLL 10.0 Code IRC2015/TP12014 Matrix-S Weight:67 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. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-4-4. (lb)- Max Horz 1=231(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,5,6 except 7=205(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,5,6 except 7=545(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-7=-381/248 NOTES- 1)Wind:ASCE 7-10;Vu It=130mph(3 second gust)Vasd=103mph;TCDL=6.Opsf;BCDL=6.Opsf;h=24ft;Cat.II;Exp B;enclosed;MW FRS (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 100 Ib uplift at joint(s)1,5,6 except(jt=1b) 7=205. 5)Non Standard bearing condition. Review required. 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 pF NEW Y GOPHER n 2 ' S6308 � AROFESSIONP Job russ Truss7ypty y Harvest Pointe a-2 180108046 V15 Y 1 1 _ Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 M7ek Industries,Inc.Thu Jan 2512:41:17 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-kHVADKPCpgxQ9FOj3fXgL6MeU21oySD4otRzo7zrgB 8-9-14 , 10-7-1 19-4-6 8-9-14 1-9-3 8-9-5 Scale=1:45. 4 14 10.53 12 3 26 T T 7 2 E3 133101a -o 10 3x4 o 1 9 8 v 0 0 3x4 13 12 11 0-¢5 8-9-14 19-4-6 0- -5 8-9-10 10-6-8 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 0.30 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.14 Vert(CT) n/a n/a 999 TCLL 15.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:102 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. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-3-13. (lb)- Max Horz 1=173(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)1,7,10 except 12=126(LC 11),13=-129(LC 11),8-182(!-C 12) Max Grav All reactions 250 Ib or less at joint(s)1,7,11,10 except 9=330(LC 23),12=323(LC 20),13=345(LC 20), 8=478(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-8=-330/218 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 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 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 100 Ib uplift at joint(s)1,7,10 except Qt=1b) 12=126,13=129,8=182. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)7,9,8. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard OF NEW y Gj�P� cOpHER G CO r 1 O 1L 6630E v� AROFESSIONP Job russ ;Z7 ty y Harvest Pointe B-2 18010804B V16 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi-rek Industries,Inc.Thu Jan 25 12:41:20 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzv62g-9rAIrLR46bJ_Oil Ikn5Nzlz8uFlc9grXUrfdOSzrgP 7-9 2 9-6-5 17-5-1 7-9-2 1-9-3 7-10-12 44= Scale=1:46. 4 3 12 10.53 12 2 5 2 T 31 IT 3 6 �r -o 1 8 7 3x4\\ o N a131 O - O 3x4 11 10 0-0-57-9-2 - 17-5-1 0_0_5 7-8-14 9-7-15 LOADING(psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.19 Vert(CT) n/a n/a 999 BCDL 155.0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 BCDL 10.0 g Code IRC2015lf P12014 Matrix-S Weight:88 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. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. B2:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 17-4-8. (lb)- Max Horz 1=155(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,6,10,9 except 11=-194(LC 11),7=-161(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,6,10,9 except 8=327(LC 23),11=505(LC 20),7=420(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-11=-343/225,5-7=-294/195 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;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)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Bearing at joint(s)9 considers parallel to grain value using ANSIfTPI 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)1,6,10,9 except (jt=lb)11=194,7=161. 8)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6,8,7. 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 SOF NEbyy GjO?HER G 171 R . n LU 66308 AROFESSI&I Job Russ Truss Type Qty Ply Harvest Pointe B•2 18010804B V17 VALLEY 1 1 __ Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:23 2018 Page' I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-ZQsRUNTzP WhZtATsPwe4bNbhESKgMCNzApuH?nzrgA, 6-8-6 8-5-3 15-5-11 6-8-6 1-9-3 7-0-2 4x4= Scale=1:43. 4 i 3 13 14 10.53 12 2 2T T 5 T 6 T 133 a 1 c 0 1 9 1� 3x4�� 1 6 8 7 0 3x4 12 11 0 Q-5 6-8-6 10-2-13 15-5-11 0-8- 6-8-1 3-6-7 5-2-14 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 1-12 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.23 Vert(CT) -0.02 1-12 >999 360 BCDL 15.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(LL) -0.01 9 >999 360 Weight:76 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. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 62:2x4 SP No.3 6-0-0 oc bracing:10-11. OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-8-1 except Qt=length)6=5-6-6,7=5-6-6,8=0-3-8. (lb)- Max Horz 1=137(LC 8) Max Uplift All uplift 100 Ib or less atjoint(s)1,11 except 12.157(LC 11),7=164(LC 12) Max Grav All reactions 250 Ib or less atjoint(s)1,6,11,8 except 12=373(LC 20),7=340(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-12=-269/176,5-7=-273/172 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 3)Unbalanced snow loads have been considered for this design. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)1,11 except Qt=lb) 12=157,7=164. 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 NEWy �O?HER G n S630a IN 10 Job russ Fruss Fype Qty Ply Harvest Pointe B-2 180108048 V18 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:41:25 2018 Page' ID:xK3oGYLbO4sCyprNOgrYEYzvB2g-VpzBv3VDx7xH6TdFXKgYgohOpG?cg7CGd7NO4fzrgA 5-7-107-4-12 13-6-6 5-7-10 1-9-3 6-1-10 4x4= Scale=1:37. 4 13 14 10.53 12 3 . 2 T T 31 B3 2 5 T 6 T EPv 10 0 .d131 3x4�� 1 o g 7 6 3x4 Zi 12 11 0-5 5-7-10 9 2-1 13-6-6 0-t5-5 5-7-5 W71 4-4-5 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 0.21 Vert(LL) -0.00 9 >999 480 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0.01 9 >999 360 TCLL 15.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Wind(LL) -0.00 9 >999 360 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. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 5-7-5 except(jt=length)6=4-7-13,7=4-7-13,8=0-3-8. (lb)- Max Horz 1=119(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,10 except 12=-1 16(LC 11),7=-154(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,6,11,10,8 except 12=280(LC 20),7=308(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 5-7=-264/167 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)This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 5)All plates are 2x4 MT20 unless otherwise indicated. 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 100 Ib uplift at joint(s)1,10 except Qt=lb) 12=116,7=154. 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/PI 1. LOAD CASE(S) Standard OF NEW aj���.�O�HERG .O•Qi ' r � 0 5630E AR0FESS101tX Job russ russ ype ty y Harvest Pointe B-2 18010804B V19 VALLEY 1 1 _ Jab Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 2512:41:28 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-wOfKX4X5E2KszxMgCTEFIRJV_T181UxiK5b2g_zrg1 6-4-0 11-7-0 6-4-0 5-3-0 4x6 11 Scale=1:34. 3 8 9 10.53F1_2 2 T B 2x4 I 2 4 T I ED o�! 1 2x4_ 3x4�� v c 0 6 3x4 7 6 2x4 I I 2x4 11 0 4-5 6-4-0 11-7-0 0-d-5 6-3-11 5-3-0 LOADING(psf) SPACING- 1-7-3 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 23.1 Plate Grip DOL 1.15 TC 0.34 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.22 Vert(CT) n/a n/a 999 TCLL 155.0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:48 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. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 132:2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-6-7. (lb)- Max Horz 1=101(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,4 except 7=-132(LC 11) Max Grav All reactions 250 Ib or less at joint(s)1,4,6 except 5=342(LC 20),7=346(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. BOT CHORD 3-5=-262/9 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 ll;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)Bearing at joint(s)5 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)1,4 except(jt=lb) 7=132. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)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 ANS I/TP1 1. LOAD CASE(S) Standard pF NEIV g'�P �O?NER G .0 . T r � � w V S630B v� AROFESSIONP Job I rusS I russ I ype Qty Ply Harvest Pointe B-2 180108048 V20 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 25 12:41:30 2018 Page I D:xK3oGYLbO4sCyprNOgrYEYzvB2g-snn4ymZMlgaaD FWDKuGjNsOrcHjgVOD?nP491tzrgA 5-3-4 9-7-11 5-3-4 4-4-7 4x6 11 Scale=1:29. 2 6 7 10.53 12 2 T B2 3 v 0 1 W= oic m 2x4 �+ 0 6 at4�i 5 2x4 11 009-0-0 5 5-3-3 9-7-11 55 5-2-15 4-4-8 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 0.33 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.20 Vert(CT) n/a n/a 999 BCDL 155.0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:38 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. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 132:2x4 SP No.3 REACTIONS. All bearings 9-7-2. (lb)- Max Horz 1=83(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,3,4 Max Grav All reactions 250 Ib or less at joint(s)1,3,5 except 4=302(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 ll;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)Bearing at joint(s)4 considers parallel to grain value using ANSIIrPI 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)1,3,4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 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 �7 of NEW y OpHER G � \5� c r ,W vkP ceICJR �\ 56308 � V� AROFESSIONP lob Truss Truss Type City Ply Harvest Poinle'B-2 18010804B V21 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NO 62,Burlington,NO 8.130 s Dec 12 2017 MiTek Industries,Inc.Thu Jan 2512:41:33 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-GMSDaobE2by84i En?OqQ?UO PJUI_ilzRTNJpMCzrgA1 4-2-8 7-8-5 4-2-8 3-5-13 4x6 11 Scale:1/2"=' 2 6 10.53 12 2 T B2 3 •o 1 2x4 2x4= 6 6 0 6 5 2x4 Xi 2x4 I I 0-p-5 4-2-7 7-8-5 00-90-1 4-2-3 3-5-14 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) n/a n/a 999 MT20 197/144 (Ground Snow=30.0) Lumber DOL 1.15 BC 0.17 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 BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:30 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. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 132:2x4 SP No.3 REACTIONS. All bearings 7-7-12. (lb)- Max Horz 1=65(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,3,4 Max Grav All reactions 250 Ib or less at joint(s)1,3,5,4 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 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)Bearing at joint(s)4 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 atjoint(s)1,3,4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 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 OF NEW r of n m2 2 r% 66308 v� A��FESS1 Job russ I russ I ype Qty PTYHarvest Pointe B-2 180108048 V22 VALLEY 1 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 Mi-rek Industries,Inc.Thu Jan 2512:41:35 2018 Page' I D:xK3oGYLb04sCyprNOgrYEYzvB2g-Dkaz?UdUaCCsJ0OA6 Rsu4v5m81SnAeSkxhowQ4zrgA 3-1-12 5-9-0 3-1-12 2-7-4 4x6 11 Scale=1:18. 2 A10.53F1_2 2 3 B3 v 1 0 _ 2x4\\ O a 1311 2X4— n Q O O 5 2x4 2X4 11 0 3 1-11 5-9-0 0-1-15 3-1-7 2-7-5 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 0.09 Vert(LL) n/a n/a 999 MT20 197/144 (Ground Snow=3 Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 TCLL 155.0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 g BCDL 10.0 Code IRC2015ITP12014 Matrix-R Weight:22 Ib FT=4% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 or 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 REACTIONS. All bearings 5-8-7. (lb)- Max Horz 1=47(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,3,4 Max Grav All reactions 250 Ib or less at joint(s)1,3,5,4 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=6.0psf;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)Bearing at joint(s)4 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)1,3,4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 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 _,�oF NEW _�.�OFµER(x' n S63016 AROFESSIONA� Job russ I Russ I ype City Ply Harvest Pointe B-2 180108048 V23 VALLEY 7 1 Job Reference(optional) Universal Forest Products,5631 S.NC 62,Burlington,NC 8.130 s Dec 12 2017 MTek Industries,Inc.Thu Jan 25 12:41:37 2018 Page' ID:xK3oGYLb04sCyprNOgrYEYzvB2g-97ikQ9e16pSaYJYZEsuM9KB7X687eYy1 0_H1 Vzzrq, 2-1-0 3-9-10 2-1-0 1-8-10 46 11 Scale=1:11. 2 10.53 12 2 T 3 B2 1 133 a :o our Bi 2x4 Ch 2x4= o a 5 2x4 2x4= 0 p 5 2-0-15 3-9-10 0-01 2-0-11 1-8-11 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 0.03 Vert(LL) n/a 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 IRC2015/TPI2014 Matrix-R Weight:13 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 3-9-10 oc purlins. BOT CHORD 2x4 SP No.2 or 2x4 SPF No.2*Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. B2:2x4 SP No.3 REACTIONS. All bearings 3-9-1. (lb)- Max Horz 1=29(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)1,3,4 - - Max Grav All reactions 250 Ib or less at joint(s)1,3,5,4 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.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 ll;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)Bearing at joint(s)5,4 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)1,3,4. 7)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 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 OF NEW r � n 2 ,> 66308 l�,= v R�FESSIONP _ - 14'2" – 13'0" - � illi I I wi uu I IIII V7 /16" IIII Illi t IIII 1'7 /16" IIII ill! l Il IIII I o 13' llll 11'0., 14'2" 7 V1 ill in l Il III ( 4�0„ II" ��� I T02SGE IIII o Ill T02G to US2 - --- -- 105B c an not equi ed. 01 V 1 4. T05(4) V03 4 - VO o 06 I V(117 pp V. VOV j I l J 11 11 0 NFes— I— H 00 c0 1 eco M r o F H H N H oo F- co r a a a a t tm c 'OI11/16" CO - io o m io io o ti r` m io L) a - m o I 1 rn � o �ry'I - —5,4„ " i�� 1/ Illi V18 CO IiI — V1 r ilii Illi S2 V15 ,I T03 I - 14 . to LM T20 V13 m FD 2 T21 CM V12' - c o N M �26T22 V11 7 16" N c T24 7 ll 6„ .L I 3 3'0" T25 PB25 ,7 6" CU V09 ±, cc T25SGE - ---- --- -- --- -- 00 T26 27 0 1'73/1E" I i TZ 1'7 /1 _ T29 n 1,7:/1 NP3; NP3 I A3T 1 2'0 /1 M �m 12 thru T19 sit on a 2x6 top plate connected ` to T35 and T35A 2X6 end vertical. 2'T 2-6-1 2'6" 81011 2'6" 18'4" Notes: Standard wall height is 11'. Verify all dimensions and truss heel heights. Some framing may be required to complete corners, hips and valleys Harvest Pointe HIS I A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be ncorporeted into the building design at the specification of the building designer. See individual design sheets for each russ design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing Manolia B-2 truss la OUt f the roof and floor system and for the overall structure. The design of the truss support structure including headers,beams, 9 Y ails,and columns is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing of UFP New York LLC wood trusses"available from the Truss Plate Institute,truss layout shall Drive;Madison,l i 53ded It is the responsibility of the General 01/17/18 contractor/Superintendent to verify that the provided truss layout shall match the final intended construction plans,loading conditions,and se.If they do not,it is the responsiblility of the General Contractor/Superintendent to provide prints/plans containing the latest specifications For Approval a A Universal Forest Products Compare nd designs. Universal Forest Products will not be responsible for printiplan changes by others after final approval ofshop drawings,nor will PP ue.u.ma"A WP.,LR-41Mu"a,Nresuir►"o.:srsa_:Ilnjr zsrsaz.�es[hey be responsible for errors or modifications made on-site during construction.DO NOT CUT,NOTCH,DRILL,OR OTHERWISE"REPAIR" ANUFACTURED TRUSSES IN ANY WAY WITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL 1 801 08048 DESIGNATED BY UFP. UFP WILL NOT BE HELD RESPONSIBLE FOR ANY MODIFICATIONS OR"CHARGE BACKS"DONE WITHOUT RIOR WRITTEN AUTHORIZATION FROM UFP 1 APPRO ED AS NOTED DATE: 3 a3 �g.P.# `T� -� f i PLUMBER CERTIFICATION � Z�-ON:'LEAD CONTENT BEFCRL FEE:= a BY. CERTIFICATE OF OCCUPAM -NOTIFY BUILDING DEPART TAT 765-1802 8 AM TO 4 PM FOR THE SOLDER USED /A1 l���ATER FOLLOWING INSPECTIONS: S'UPPL'Y SYSTEM CANING Tj I. FOUNDATION TWO REQUIRED EXCEED 2/I D OF -110//0 LEAD. ,FOR POURED CONCRETE 2..'ROUGH:- FRAMING & PLUMBING 3. INSULATION {ELECTRICAL 4. FINAL - CONSTRUCTION MUST ONSPIECTION REQUIRED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. �MBIN ALL PL UI+rilBI 3[NG WASTE &.WATER LINES NEED COMPLY WITH ALL CODES OF TI*STIN6 BEFORE C:���_:p.­;-'. NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PL.ACARDING REQUIRED SOUTHOLD TOWN PLANNING BOARD DO NOT PROCEED WITH DEQ FRAMNG UNTIL SURVEY OE FOUNDATION LOCATION HAS BEEN APPROVED. Must provide Manuals OCCUPANCY OR D, J and S as per USE IS UNLAWFUL NYS Energy Code WITHOUT CERTIFICATE OF OCCUPANCY Blower door and ductwork testing required. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification All exterior lighting that the drainage has been installed to Code. installed, replaced or repaired shall conform to Chapter 172 of the Town Code %' .) SE APPUCABLE CODES: PP 9 P P g I acy into p Section R316 foam Plastic TABLE R405.1 � R302.12 Draftsto in . In combustible construction where there is usable s ace both above and below the concealed s ace of afloor-ceilin assembl , draftsto s Ey shall be installed so that the area of the concealed space does not exceed 1,000 square feet. Draftstopping shall divide the concea ed sp e Properties of Soil Classified According to the Unified Soil Classification System F- 2017 YORK STATE U IFOR CODE R316.1 General. The provisions of this section shall govern the materials, design, application, construction and installation of foam plastic materials. Z r ' 2017 NEVY 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 UNIFIED SOIL VOLUME W h"0� R316.2 Labeling and identification. Packages and containers of foam plastic insulation and foam plastic insulation components delivered to the job site shall solL CLASSIFICATION CHANGE E 2017 NEYV YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE floor-ceiling assemblies under the following circumstances: bear the label of an approved agency showing the manufacturers name, the product listing, product identification and information sufficient to determine GROUP SYSTEM SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL o 2017 NEVI YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE SUPPLEMENT (FORMERLY KNOWN AS THE 2016 NYSECCC. RD= AUGUST 2. Floor framing is constructed of truss-type open-web or perforated members. SYMBOL CHARACTERISTICS POTENTIAL EXPANSION U � � that the end use will comply with the requirements. a) 2016, EFFFECM OCTOBER 31, 2017) R 302.1.12.1 Materials. Draftstopping material shall be not less than 1/2 inch gypsum board, 3/8 inch wood structural panels. GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, - R316.4 Thermal barrier. Unless otherwise allowed in Section R316.5, foam plastic shall be separated from the interior of a building by an approved thermal LITTLE OR NO FINES GOOD LOW Low O 2016 NYSRC (2015 IRC 2ND MINTING) barrier of not less than t% inch gypsum wallboard. Q � ) t 2016 NYSEC (2016 IECC 2ND F'PoNTING) R302.13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire-resistance rated, shall be provided with a 1/2 inch R316.5.3 Attics. The thermal barrier specified in Section R 316.4 is not required where all of the following apply: GP POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES, GOOD Low LOW V O_ LITTLE OR NO FINES j ._ TTU 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 required by Section R807.1. GROUP I SW WELL GRADED SANDS, OR GRAVELLY SANDS, GOOD LOW LOW � �/ � F LITTLE OR NO FINES L_ o am cB SECTION R101 Exceptions: 2. The s ace is entered onl for ur oses of re airs or maintenance. I-- 4..,J � cn `7 � P Y P P P SP POORLY GRADED SANDS, OR GRAVELLY SANDS, Ep 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 3/8 LITTLE OR NO FINES GooD Low Low 0 .0 > - GOOD MEDIUM LOW = • 'C N inch gypsum board. -CML SILTY GRAVELS, GRAVEL SAND SILT MIXTURES p Y 9 PP Y 9 P P P P Y PP P P 1 P fY {= �`� . R101.2 The provisions of the International Residential Code for One and Two Famil Dwellin s shall a I to the construction, alteration, movement, enlar ement, Section R303 R316.5.11 Sill lutes and headers. Foam lactic shall be ermitted to be s ra a lied to sill lutes and headers or installed in the erimeter oist s ace without SM SILTY SAND, SAND SILT MIXTURES GOOD MEDIUM Low I- N o Z 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: GC CLAYEY GRAVELS, GRAVEL SAND CLAY MIXTURES MEDIUM MEDIUM LOW V � 7 N� than three stories above grade plane in height with a separate means of egress and their accessory structures not more than three stories above grade R303.1 Habitable rooms. Habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. 1. The thickness of the foam plastic shall be not more than 3Y inch. Sc CLAYEY SANDS, SAND CLAY MIXTURES MEDIUM MEDIUM Low L' F C/)v 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. ML INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, V C W N M 1. The glazed areas need not be operable where the opening is not required by Section R310 and a whole-house mechanical ventilation system is 3. The foam plastic shall have a flame spread index of 25 or less and an accompanying smoke developed index of 450 or less when tested in GROUP 2 SILTY OR CLAYEY FIND SANDS OR CLAYEY SILTS WITH MEDIUM HIGH LOW = � `�' R105.2 Work exempt from permit include retaining walls that are not over 4 feet in height measured from the bottom of the footing to the top of the wall, unless installed in accordance with Section M1507. accordance with ASTM E 84 or UL 723. U SLIGHT PLASTICITY ❑ ' ` M supporting a surcharge. 2. The glazed areas need not be installed in rooms where Exception 1 is satisfied and artificial light Is provided that Is capable of producing on average CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, v M 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 Low R109.1.5.1 Fire Resistance Rated Construction inspection. Where fire resistance rated construction is required between dwelling units or due to location on property, the R303.8 Exterior stairway illumination. Exterior stairways shall be provided with an artificial light source located at the top landing of the stairway. Exterior stairways R317 All sills and plates on exterior foundation wall to be pressure preservatively treated. 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 providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. Foundation wood girders: wood girders seated in exterior foundation walls to have min. 1/2 inch air space all sides or ends wrapped with aluminum n• is applied, or before board or panel joints and fasteners are taped and finished. flashing. R404.1.6 Height above finished grade. Concrete and masonry foundation walls shall extend above the finished grade adjacent to the foundation at all points I Section R305 R317.1 Location required. Protection of wood and wood-based products from decay shall be provided in the following locations by the use of naturally durable a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. R109.1.6.1 Elevation documentation. If located in a flood hazard area, the documentation of elevations required in Section R322.1.10 shall be submitted to the building Ceiling Height wood or wood that is preservative-treated in accordance with AWPA U1 for the species, product, preservative and end use. R404.1.7 Backfill placement. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or official prior to the final inspeci:ion. R305.1 Minimum hei ht. Minimum ceilin hei hts of 7'-0" in habitable rooms. Minimum ceilin hei hts of 6'-8" in bathrooms, toilet rooms & laund rooms. R317.1.1. Field treatment. Field-cut ends, notches, and drilled holes of reservative-treated wood shall be treated in the field in accordance with AWPA M4. has been sufficient) braced to revent damn e b the back fill where the unbalanced hei ht of fill exceeds 4 feet. 9 9 9 9 9 ry P Y P 9 Y 9 Exceptions: R317.3 Fasteners and connectors in contact with preservative treated and fire retardant treated wood. Fasteners, including nuts and washers, and connectors in Section R405 Foundation Drainage R202 Definitions: iii h f of less than 6 feet 8 inches above an area of not less than 30 inches b contact with preservative treated wood and fire retardant treated wood shall be in accordance with this section. The coating weights for zinc coated R405.1 Concrete or masonry foundations. Drains shall be provided around concrete or masonry foundations that retain earth and enclose habitable or I ion: Insulatin material that is continuous across all structural members without thermal bridges other that fasteners and service openings. 2. A shower or tub equipped with a showerhead shall have a ce ng he g t o n y Continuous Insuat 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>oaes located below rade. Drains a tiles, ravel or crushed stone drains, erforated � e or other a roved s stems or materials shall be Z 9 3D inches at the showerhead. q I 9 9 9 P P P PP Y It is installed on the interior or exterior or is integral to any opaque surface of the building envelope. 1687• 0 g. 9 P P P 1 installed at or below the area to be protected and shall discharge by gravity or mechanical means into an approved drainage system. �, Mezzanine: An intermediate level or levels between the floor and ceiling of any story. 3. Beams, rders, ducts or other obstructions in basements containin habitable s ace shall be ermitted to roject to within 6 feet 4 inches of the Exception: A drainage system is not required where the foundation is installed on well drained ground or sand gravel mixture with soils according F__ i hin 1 mile of the coastal mean hi h water line where the ultimate desi n wind s eed finished floor. Windborne Debris Region: Areas within hurricane prone regions located wt 9 9 P 08.4. throw h R308.4.7 shall be considered to be s ecific hazardous locations for the ur oses R 319.1 Address identification. Buildings shall be provided with approved address identification. The address identification shall be legible and placed in a position to the unified Soil Classification System, Group I Soils, as detailed in Table R405.1. � R308.4 Hazardous locations. The locations specified in Sections R3 1 g p P p (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 R308.4.2 Glazin Adjacent to doors. Glazin in an individual fixed or o erable ane) adjacent to a door shall be considered to be a hazardous location where the shall be Arabic numbers or alphabetical letters. Numbers shall not be spelled out. Each character shall be not less than 4 inches in height with a Section R406 Foundation Waterproofing and Dampproofing de 9 1 9 p P 1 stroke with of not less than 0.5 inch. Where re uired b the fire code official, address identification shall be rovided in additional a roved locations to � R301.1.1 Alternative tabs s t r on alternative to the requirements in Section Rtion the following standards are permitted subject to the limitations of this co 0 om ex osed ed a of the lazin is less than 60 inches above the floor. q Y P PP P b tt p g g g R406.1 Concrete and masonry foundation dampproofing. Except where required to be waterproofed, foundation walls that retain earth and enclose interior Z s in conjunction with these standards the desi n shall cam I with the International Buildin facilitate emergency response. Where access is by means of a private road and the building address cannot be viewed from the public way, a and the limitations therein. Where engineered design is wed 1 9 PY 9 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 dampproofed from the higher of (a) the top of the footing or (b) 6 inches below the top of the basement 0 Code. monument, pole ar other sign or means shall be used to identify the structure. Address identification shall be maintained. floor to +he finished rade usin a bituminous coatin U 2. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in-swinging 9 9 g 1. AF&PA Wood Frame Construc'Jon Manual (WFCM). (2015 EDITION) door. O Section R321 Elevators and Platform Lifts R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent R406.3.3 Porous Fi The space between the excavation and the foundation wall shall be backfilled with porous fill up to a height of one-half of the backfill) /� R 321.1 Elevators. Where rovided, assen er elevators, limited use and limited a lication elevators or rivate residence elevators shall com I with ASME u- u � R301.1.3 Engineered design. Where a building otherwise conventional construction contains structural elements exceeding the limits of Section R301 or otherwise not walking surface of stairways, landings between flights of stairs and ramps shall be considered to be a hazardous location. p p 9 PP P PY heioght acid covered with strips of 30 pound asphalt paper or 6 MIL polyethylene to permit water seepage while avoiding infiltration of fine soils. conforming to this code, these elements shall be designed in accordance with accepted engineering practice. The extent of such design need only Exceptions: A17.1/CSA B44. demonstrate compliance of nonconventional elements with other applicable provisions and shall be compatible with the performance of the conventional framed Re 321.2 Platform Lifts. Where provided, platform lifts shall comply with ASME A18.1. The re-: der of excavated ores shall be backfilled with the same type of soil as was removed during excavation. O m 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. R408.1 Ventilation Crawl space vents: Provide 1 s.f. of venting per 150 s.f. of floor area unless ground surface is covered by o class one vapor retarder ❑ scope of this code. Section R322 Flood Resistant Construction material ,f this retarder material is used, provide 1 s.f. of venting per 1500 s.f. floor area. Install vents within 3 feet of each corner of Section R310 Emergency Escape and Rescue Openings 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:. I 1 UNFINISHED BASEMENTS IN A SINGLE FAMILY HOME & IN EACH TOWNHOUSE UNIT BASEMENT, ARE REQUIRED TO HAVE AT LEAST ONE EMERGENCY ESCAPE AND R301.2.1 Wind design criteria. Buildings and portions thereof shall be constructed in accordance with the wind provisions of this code using the ultimate design wind Table R301.2(1), and substantial improvement and restoration of substantial damage of buildings and structures in floor hazard areas, shall be designed R408.4 Crawl spate access panel to be min. 18" by 24". Openings through perimeter wall shall be not less than 16" by 24". W speed in Table R301.2(1) as determined from Figure R301.2(4)A. RESCUE OPENING PER SECTION R310. (Egress window & window well) and constructed in accordance with the provisions contained in this section. Buildings and structures that are located in more than one flood hazard R310.1 Emergency escape and rescue opening required. Basement shall have not less than one operable emergency escape and rescue opening. area shall comply with the provisions associated with the most restrictive flood hazard area. Buildings and structures located in whole or in part in R310.2.1 Minimum opening area. Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The net clear height identified floodways shall be designed and constructed in accordance with ASCE 24. R502.2.2 Blockin and subfloorin . Blockin for fastenin anel ed es or fixtures shall be a minimum of utilit rade lumber. Subfloorin shall be wood 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 g g g g P g y 9 g TABLE R301.2(1) 9 9 Y structural anels as s ecified in Section 503.2. Fireblockin shall be f n r de umber. CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA R310.2.2 Window sill height. Where a window is provided as the emergency escape and rescue opening, it shall have a sill height of not more than 44 inches above enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the p p g ° ° y g° ( it..�� the floor; where the sill het ht is below rade, it shall be rovided with a window well in accordance with Section R310.2.3. R502.4 Joists under bearing partitions: Provide 2x full depth blocking ® 48" o.c. max. where beam is not located under wall to allow for piping or vents. Wind Desi n SUBJECT TO DAMAGE FROM WINTER ICE BARRIER Air Mean g g P building or structure in violation of this section. GROUND 9 SEISMIC FLOOD R310.2.3 Window wells. The horizontal area of the window well shall be not less than 9 square feet with a horizontal projection and width of not less than 36 R 322.1.6 Protection of mechanical, lumbin and electricals stems. Electricals stems, a ui ment and com onents; heatin , ventilatin , air conditionin lumbin R502.6 The ends of each joist, beam or girder shall have not less than 1 1/2 inches of bearing on wood or metal and not less than 3 inches on SNOW DESIGN UNDERLAYMENT Freezin Annual P 9 Y Y q P P 9 9 9 P 9 SPEED Topographical Special Wir1d DESIGN FROST LINE HAZARDS g inches. The area of the window well shall allow the emer enc esca a and rescue o enin to be full o ened. mason or concrete exce t where su orted b the use of a roved joist han ers. rn ATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED Index Temp g y P p 9 Y p appliances and plumbing fixtures; duct systems; and other s;rrvice equipment shall be located at or above the elevation required in Section R322.2 or ry P PP Y PP 1 9 ^ , LOAD (mph) Effects Wind bourne C DEPTH R310.2.3.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches shall be equipped with a permanently affixed ladder or steps usable with the R322.3. R502.7 Lateral restraint at supports. Joists shall be supported laterally at ends by full depth solid blocking or by attachment to band or rim joist. I- Region Debris window in the fully open position. Ladders or rungs shall have an inside width of not less than 12 inches, shall project not less than 3 inches from the Exception: Locating electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct R502.8.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-laminated members, W W zone wall and shall be spaced not more than 18 inches on center vertically for the full height of the window well. systems; and other service equipment is permitted below the elevation required in Section R322.2 or R322.3 provided that they are designed and installed cross-laminated timber members or I-joists are prohibited except where permitted by the manufacturer's recommendations or as shown on these U) MODERATE SLIGHT TO 10 R310.2.3.2 Drainage. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage system required by Section R405.1 or by to prevent water from entering or accumulating within the Components and to resist hydrostatic and hydrodynamic loads and stresses, including the drawings. Q 20 130 NO (B) SEVERE 36" TO HEAVY MODERATE Degrees Yes X 1500 an a roved alternative method. effects of buoyancy, during the occurrence of flooding to the design flood elevation in accordance with ASCE24. Electrical wiring systems are permitted R502.11.1 Wood Truss Desi n. Wood trusses shall be desi ned in accordance with a roved en ineerin ractice & be re ared b a re istered truss desi n m PP 9 9 PP 9 9 P P P Y 9 9 Exce tion: A drains e s stem for window wells is not re uired where the foundation is on well-drained soil or sand- ravel mixture soils in accordance with to be located below the required elevation provided that they conform to the provisions of the electrical part of this code for wet locations. rofessional where re uired b the statues of the urisdiction in which the roject is to be constructed. R301.2.1.4 Exposure category. P 9 Y q 9 P q Y 1 p J ' T , 1. Ex osure B. Urban and suburban areas, wooded areas ar other terrain with numerous closely spaced obstructions having the size of single family dwellings the United Sail 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 ❑ �..{..� p infiltration of flood waters into the system in accordance with the plumbing provisions of this code. O or larger. Exposure B shall bei assumed unless the site meets the definition of another exposure. R311.6 Hallways: min. 36" clear width. Section R506 Concrete Floors (On Ground) 2. Exposure C. Open terrain with scattered obstructions having a height less than 30 feet extending more than 1500 feet. Exposure D extends downwind R311.7 Stairways R 322.1.18 Flood-resistant materials. Building materials and installation.'methods used for flooring and interior and exterior walls and wall coverings below the elevation required in Section R322.2 or R322.3 shall be flood damage-resistant materials that conform to the provisions of FEMA TB-2. R506.1 Concrete ;lab on grades to be min 3-1/2 inches thick. 600 feet from the artiall obstructed area. Includes flat o en count and rassland. R311.7.1 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. R506.2.2 Base. A 4 inch thick base course consistin of clean raded sand, ravel, crushed stone, crushed concrete ar crushed blast-furnace slo assin P y P ry 9 R 322.2.2 Enclosed area below design flood elevation. Enclosed a teas,:including crawl spaces, that are below the design flood elevation shall: 9 9 9 9 P 9 3. Exposure D. Flat, unobstructed areas exposed to wind flowing over open water for a distance of not less tan 5000 feet. Exposure D extends downwind 600 Handrails shall not project more than 4 {� inches on either side of the stairway and the clear width of the stairway at and below the handrail height, a 2-inch sieve shall be placed on the prepared subgrade where the slab is below grade. includin treads and landin s shall be not less than 31 % inches where a handrail is installed on one side of 27 inches where handrails are rovided on 1. Be used solely for parking of vehicles, building access or storage. U feet from the unobstructed area. 9 9 � P Exception: Abase course is not required where the concrete slab is installed on well-drained or sand-gravel mixture 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: according to the United Soil Classification System in accordance with Table R405.1. R311.7.2 Headroom. The headroom in stairwa s 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 - Q R301.3 Story Height. The wind provisions of this code shall apply to buildings with story heights not exceeding 11 feet 7 inches and the laterally unsupported Y on the exterior of the enclosure walls. R506.2.3 Vapor retarder. A 6 mil (0.006 inch) polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between H bearin wall stud het ht ermitted b 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 prepared subgrade where no base course exists. The vapor retarder is not required for Garages, Q 9 9 P Y ( ) R 322.2.2.1 Installation of openings. The walls of enclosed areas shall have openings installed such that: I- provisions, provided that story heights are not exceeded. An engineered design shall be provided for the wall or wall framing members where the limits of R311.7.5.1 Risers. The riser height shall be not more than 8 1/4 per supplement. utility build;ngs 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 noncompliont portions thereof, to R311.7.5.2 Treads. The tread depth shall be not less than 9 inches per supplement. 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 Cn resist wind loads shall be in accordance with the International Buildin Code. flood elevation, each area shall have openings. F- U 9 R311.7.5.3 Nosings. A nosing projection not less than 3/4 inch and not more than 1 �A 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 R602 Wood Wall Framing W R311.7.8 Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. immediately under each opening. R602.3 Design and construction. Components of exterior walls shall be fastened in accordance with Tables R602.3(1) through R602.3(4). Wall sheathing R302.2 Townhouses. Common walls separating townhouses shall 3e assigned afire-resistance rating in accordance with Section R302.2, Item 1 or 2. The common 2 R311.7.8.2 Continuit Handrails far stairwa s shall be continuous for the full len th of the fli ht. 3. 0 enin s shall be ermitted to be installed in doors and windows; doors and windows without installed o enin s do not meet the re uirements of this shall be fastened directly to framing members and shall confirm to the requirements of Table R602.3(3). wall shared by two townhouses shall be constructed without plumbing or mechanical equipment, ducts or vents in the cavity of the common wall. The wall Y• Y 9 9 P 9 P P 9 q � shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical Exceptions: section. U installations shall be in accordance with Chapters 34 through 43. Penetrations of the membrane of common walls for electrical outlet boxes shall be in 1. Handrails shall be permitted to be interrupted by a newel post at the turn. R 322.3 Coastal high-hazard areas (including V Zones and Coastal A Zones, where designated) Elevation requirements. 0 accordance with Section R302.4. R311.7.10.1 Spiral Stairways. Spiral stairways are permitted provided that the clear with at and below the handrail is not less than 26 inches and the walkline radius is 1. Buildings and structures erected within coastal high-hazard areas and coastal A Zones, shall be elevated so that the bottom of the lowest horizontal I Q 1. Where a fire sprinkler system in accordance with Section P2904 is provided, the common wall shall be not less than a 1-hour fire-resistance-rated wall not greater than 241 inches. Each tread shall have a depth of not less than 64 inches at the walkline. All treads shall be identical, and the rise shall not structural members supporting the lowest floor, with exception of piling, pile caps, columns, grade beams and bracing, is elevated to or above the base assembly tested in accordance with ASTM E 119 or UL 263. be more than 9� inches. Headroom shall not be less than 6 feet 6 inches. floor elevation plus 1 foot or the design flood elevation, whichever is higher. 2. Where a fire sprinkler system in accordance with Section P2904 is not provided, the common wall shall be not less than a 2-hour-resistance-rated wall R 311.8 Ramps. 2. Basement floors that are below grade on all sides are prohibited.R 322.3.3Foundations. Buildings and structures erected in coastal high-hazard areas assembly tested in accordance with ASTM E 119 or UL 263. and Coastal A Zones shall be supported on pilings or columns. R 311.8.1 Maximum slope. Ramps serving the egress door required by Section R 311.2 shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3 percent slope). All other ramps shall have a maximum slop of 1 unit vertical in 8 units horizontal (12.5 percent). Exceptioh: Where it is technically TABLE R602.3(1) FASTENING SCHEDULE infeasible to comply because of site constraints, romps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5 percent). Section R325 Mezzanines TABLE R302.1(1) R 325.2 Mezzanines. The clear height above and below mezzanine floor construction shall be not less than 7 feet. DISCRIPTION FASTENING (a,b,c,d) 7Y7�E EXTERIOR WALLS R 312.1 Guardrails: Porches, balconies, ramps and stair landings 30" above floor or grade to be installed with 36" high railings, balusters not to allow passage of a R 325.3 Area limitation. The aggregate area of a mezzanine or mezzanines shall be not greater than one-third of the floor area of the room or space in which MINIMUM MINIMUM FIRE sphere 4 inches or more in diameter. 1. BLOCKING %; WEEN JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. T EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE R 312.2.1 Window sills. In dwellin units, where the to of the sill of an o erable window o enin is located less than 24 inches above the finished floor and reater they ore located. The enclosed portion of a room Shall not be included in o determination of the floor area of the room in Which the mezzanine is _ QE MAIL 9 P P P 9 g located. � � r ti ti ti � � 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 2. CEILING JOI.�TS TO TOP PLATE THREE 8D COMMON. TOE NAIL • N Iii - r R 325.4 Means of egress. The means of egress for mezzanines shall comply with the applicable provisions of Section R311. H ri o r ai WALLS followin 3. CEILING JOISTS (NOT ATTCHED TO RAFTER), LAPS THREE 16D COMMON FACE NAIL ¢ CV N N ri r` N Tri NOT FIRE-RESISTANCE RATED 25 feet g 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 .- car �i ri ri ai PROJECTIOIJS 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 t0 pass through the opening Where the opening is in its largest opened Columns and posts. OVER PARTITIOPJS position. 4. CEILING JUIST TO PARALLEL RAFTERS + LAPS TABLE R802.5.1 9 FACE NAIL TABLE R302.1(2) Exceptions: ( ) 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F 2090. EXTERIOR WALLS- DWELLINGS WITH FIRE SPRINKLERS 1. Mezzanines or portions thereof are not required to be open to the room in which they are located, provided that the aggregate floor area of the 5. COLLAR TIE TO RAFTERS THREE 10D EACH FACE NAIL W Operable windows that are provided with window opening control devices that comply with Section R312.2.2. enclosed space is not greater than 10 percent of the mezzanine area. 6. RAFTER OR ROOF TRUSS TO PLATE THREE 100 COMMON 2 ON SIDE + 1 ON OTHER TOE NAIL MINIMUM MINIMUM FIRE R312.2.2 Window opening and control devices. Window opening control devices shall comply with ASTM F 2090. The window opening control device, after operation to EXTERIOR WALL ELEMENT FIRE-RESISTANCE RATING SEPARATION DISTANCE 2. In buildings that are not more than two stories above grade plane and equipped throughout with an automatic sprinkler system in accordance with release the control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP THREE tOD COMMON. TOE NAIL FIRE-RESISTANCE RATED 1 HOUR 0 feet by Section R310.2.1. Section R313, a mezzanine shall not be required to be open to the room in which the mezzanine is located. RAFTERS WALLS TWO 16D COMMON. END NAIL z m NOT FIRE-RESISTANCE RATED 3 feet 8. STUD TO STUD NO AT BWP Section R313 Automatic Fire Sprinkler Systems ( ) 16D COMMON AT 24"O.C. FACE NAIL g S R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, R313.1 Townhouse automatic fire sprinkler systems. Townhouses having a height of three stories above grade shall be equipment throughout with an automatic 9. STUD TO STUD (AT BRACED WALL PANEL) 16D COMMON AT 16"O.C. FACE NAIL Tri z m a_ a deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed sprinkler system. z z z O z z rn N 10. BUILT UP HEADER, TWO PIECES 16D COMMON AT 16"O.C. ALONG EACH EDGE FACE NAIL O o o t= o_ o z J w g p y 9 11. CONTIN JO JS HEADER TO STUD FOUR 8D COMMON. TOE NAIL S2 S2 S2 ¢ an S2 a- : m assessor structures. R313.1.1 Desi n and installation, Automatic residential fire s rinkler s stems for townhouses shall be desi ned and installed in accordance with Section P2904 or NFPA I > > > W > > o R302.2.2 Parapets for townhouses. 13D. 1. The parapet shall extend net less than 30 inches above the roof surfaces. R313.2 One and two family dwellings automatic fire systems. One and two family dwellings having a height of three stories above grade shall be equipped 12. TOP PLATES TO TOP PLATE 161 COMMON ® 16"0/C FACE NAIL w m m U Exception: A parapet is not required in the preceding two cases where the roof covering complied with a minimum Class C rating as tested in accordance with throughout with an automatic sprinkler system. 13. DOUBLE 'OP PLATES SPLICE 8-16D COh4MON (24" b11N lAP 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. Section R403 Footings 14. BOTTOM PLATE TO JOIST OR BLOCKING (NOT AT BWP) 16D AT 16"O.C. FACE NAIL N each side of the wall or walls or one layer of 5/8 inch Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by not less R401.4.1 In lieu of a com tete eotechnical evaluation footin s shall be laced on rock, sand ravel and or ravel, sand, silt sand, cls a sand, silt ravel or 15. BOTTOM PI ATE TO JOIST OR BLOCKING (AT BWP) 2-16D AT 16"O.C. FACE NAIL o than nominal 2 inch 51 mm led ers attached to the sides of the roof framin members, for a distance of not less than 4 feet on each side of the wall or p 9 9 P 9 / 9 s y y y 9 ( ) g g Balconies and decks. Sprinkler protection shall be provided for exterior balconies, decks and ground floor patios of dwelling units where the cls a ravel with a resum five 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 OF BOTTOM PLATE TO STUD TWO 16D COMMON. END NAIL walls and any openings or penetrations in the roof are not within 4 feet of the common walls. buildin is of T e V construction. Sidewoll s rinklers that are used to rotect such areas shall be ermitted to be located such that their Y y g P p g g P 9 P Y Y 9 YP P P P any inorganic material or fill. FOUR 8D COMMON. TOE NAIL 3. A parapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches above the deflectors are within 1 inch to 6 inches below the structural members and a maximum distance of 14 inches below the deck of the exterior 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 21. JOIST 0 SILL, TOP PLATE, OR GIRDER THREE 8D COMMON. TOE NAIL R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Section R314 Smoke Alarms 3. Porch slabs, steps, and garage slabs: 3500 psi plus 5 to 7% air entrainment - Z w R 403.1.4.1 Frost protection: Bottom of all footings to be at least 36" below grade. 22. RIM JCI�I OR BLOCKING TO SILL OR TOP PLATE 8D COMMON Q 6"0/C TOE NAIL W Exceptions: R314.1 General. Smoke alarms shall comply with NFPA 72 and Section R314. 27. BUILT �P GIRDERS AND BEAMS 2X LUMBER 20D COMMON AT 32"O.C. T&B STAGGERED FACE NAIL AT EACH LAYER 2 L 0 1. Foundations su artin exterior walls or common walls. R 403.1.5 Stepped Footings: Step footing 1 ft vertical maximum on 2 feet horizontal where slope of footing bottom exceeds 10% _._ ( ) PP 9 R314.1.1 Listings. Smoke alarms shall be listed in accordance with UL 217. Combination smoke and carbon monoxide alarms shall be listed in accordance with UL IL 0 1 5. Townhouses separated by a common wall as provided in Section R302.2, Item 1 or 2 2034 R 403.1.3.6 Isolated concrete footings. In detached one and two family dwellings that are three stories or less in height and constructed with stud bearing walls, 28. 2X LEDGER THREE 16D COMMON AT EACH JOIST OR RAFTER. FACE NAIL O O m R302.3 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other by wall and floor assemblies having not less than a 1-hour R314.3 Location. Smoke alarms shall be installed in the following locations. isolated plain concrete footings supporting columns or pedestals are permitted. 31. WOOD STRUCTURAL PANELS: SUBFLOOR, 6D COMMON (WALL) 6" o/c at edges and -•I p fire-resistance rutin where tested in accordance with ASTM E 119 or UL 263. Fire-resistance-rated floor ceilin and wall assemblies shall extend to and be R 403.1.6 Foundation Anchorage: Wood sole plates at exterior walls on slabs and all wood foundation wall sill plates shall be anchored with Y2 inch diameter ROOF, ANC WALL SHEATHING TO FRAMING 8D COMMON (ROOF) 12"o/c at interior W w g / 9 1. In each sleeping room. Y tight against the exterior wall, and wall assemblies shall extend from the foundation to the underside of the roof sheathing. anchor bolts s aced as shown on the lans and details. Bolts shall extend a minimum of 7 inches into concrete and located in the middle third of 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. the width of the plate. A nut and wa her shall be tightened on each anchor bolt. There shall be a minimum of two bolts per plate section and 8D COMMON (SUBFLOOR) supports (see note f) W U iii w F- Exce tions: Q 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 o bathtub or shower. located not more than 12" or less than 3.5" from the end of each plate section. Plates shall be protected against decay and termites. a. All nails ,•e smooth-common, box or deformed shanks except where otherwise stated. Nails used fort- framing and sheathing � U � 1.A fire-resistance rating of 1f hour shall be permitted in buildings equipped throughout with an automatic sprinkler system installed in accordance with NFPA R314.3.1 Installation near cooking appliances. Smoke alarms shall not be installed in the following locations unless this would prevent placement of a smoke alarm in Z connection shall have minimum average bending yield strengths as follows: 80 ksi for shank diameter of 0.192" (20d common nail), 0 13• a location required by Section R314.3. 90 ksi for shank diameters larger than 0.142" but not larger than 0.177", and 100 ksi for shank diameters of 0.142" or less. 4 TABLE R404.1.2 1 R302.3.1 Supporting construction. Where floor assemblies are required to be fire-resistance rated by Section R302.3, the supporting construction of such assemblies 1. Ionization smoke alarms shall not be installed less than 20 feet (6096 mm) horizontally from a permanently installed cooking appliance. ( ) � shall have an equal or greater fire-resistance rating. Minimum Horizontal Reinforcement for Concrete Basement Walls d. 4-foot by-8 foot or 4 foot by 9 foot panels shall be applied vertically W rr I door not less than 1 3 8 inches thick or 20 minute fire-rated doors a ui ed with aself-closin device. Doors 2. Ionization smoke alarms with an alorm-silencing switch shall not be installed less than 10 feet (3048 mm) horizontally from a permanently installed f. Intermeliate supports shall be spaced 6 inches on center for a minimum of 48 inch distance from ridges, eaves and gable end Q w R302.5.1 Opening Protection. Honeycomb core stee s / q PP g cooking appliance. MAXIMUM UNSUPPORTED walls and 4 inches on center to gable end wall framing. from garage into habitable space: 45 min. fire rated with self - closing device. HEIGHT OF BASEMENT LOCATION OF HORIZONTAL REINFORCEMENT ❑ R302.5.2 Duct Penetration. Ducts in the arae and ducts enetratin the walls or ceilin s se aratin the dwellin from the garage shall be constructed of a minimum 3. Photoelectric smoke alarms shall not be installed less than 6 feet (1828 mm) horizontally from a permanently installed cooking appliance. WALL (FEET) g g P 9 g p 9 9 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 WA RY R602.3(5) 2x4 w' 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 w No. 26 gage sheet steel or ocher approved material and Shall not have openings into the garage. 58 ONE N0. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE LL STO 2 n 02.5. R314.3, the alarm devices shall be connected in such a manner that the actuation of one alarm will activate all of the alarms in the individual dwelling unit. AND ONE NO. 4 BAR NEAR MID- HEIGHT OF THE WALL STORY wall sbds at 16 inches on center with a maximum height of 10 feet shall support a maximum of two floor plus roof/ceiling assembly. Exceptions: lit • ( 0 R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Sectio R3 Where d-::.igned by in occortlonce with accepted engineering practice or where the ultimate design wind speed is less than or equal to 130 mph, H �./ Of Attachment of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are ONE NO. 4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY 2X6 � ''rade studs su ortin a roof load with not more than 6 feet of tributa len th shall have a maximum wall het ht of 18 feet when F' > perpendicular to the adjacent dwelling unit wall. Section R315 Carbon Monoxide Alarms >8 PP 9 rY 9 9 AND ONE N0. 4 BAR NEAR THIRD POINTS IN THE WALL STORY 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. spaces at 16 inches on center and 20 feet where spaced at 12 inches on center. Z m R602.3.2 To 11e. Wood stud walls shall be ca ed with a double to late installed to rovide overla In at corners and intersections with bearin z w 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 r P PP P P P PP 9 9 < < R302.9 Flame S read & Smoke Densis Index. R309.2.1: Wall & ceilin finishes shall have a flames read classification of not reater than 200. R30.9.2: Wall & Ceilin accordance with ar 2034 and UL 217. partition . End joints in top plates shall be offset not Tess than 24 inches. Joints in plates need not occur over studs. Plates shall be not less Z W � v p y 9 P 9 9 TABLE R404.1.2(8) Minimum Vertical Reinforcement for 6, 8, 10 and 12 inch Concrete Basement Walls than inches nominal thickness and have a width not less than the width of the studs. (' cn finishes shall have a smoke develo ed index of not realer than 450. R315.2 Where required. Carbon monoxide alarms shall be provided in accordance with Sections R315.2.1 and R315.2.2. , _ P 9 R602.6 Drilling and notching of dimensional lumber to conform to sections R602.6, R602.6.1, and figure R602.6(1). Notching & bored hole limitations for Cn R302.11 Fire blockin shall be rovided in wood-framed construction in the followin locations: R315.2.1 New construction. For new construction, carbon monoxide alarms shall be provided in dwelling units where either or both of the following conditions exist. MINIMUM VERTICAL REINFORCEMENT BAR E ,Eli 9 P g SIZE AND SPACING (INCHES) exterior walls and bearing walls, figure R602.6(2) Notching and bored hole limitations for interior non bearing walls & figure R602.6.1 top plate W Gj� i',,r, 1. The dwellin unit contains a fuel fired a liance. framing to accommodate piping. 16 gage and 1.5 inch wide metal tie fastened across and to the plate at each side of the notch with 8-10d nails G\ 0 ,ERZ- * 1. In concealed spaces of stuff walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 9 pp Q 2. The dwelling Unit has an attached garage With an opening that communicates with the dwelling Ufllt. MAXIMUM UNSUPPORTED MAXIMUM UNBALANCED DESIGN LATERAL SOIL PRESSURE OF �/ 0 1.1 Vertically at the ceiling and floor levels. WALL HEIGHT BACKFILL HEIGHT 45 PSF PER FOOT OF DEPTH each side. follow manufacturers specifications for engineered products. (figure R602.6.1) U � �,si.- �. 1.2 Horizontally at interval„ not exceeding 10 feet. (FEET) (FEET) Do not backfill with any soil containing silt or clay. �� �� � � 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) *. . (� = a m 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 915.2.3.1.1 Buildings constructed on or after January 1, 2008. ��' B 10 12 � � �� 4. At openings around vents, pipes, ducts, cables and wi'es at ceiling and floor level, with an approved material to resist the free passage of flame and 8 7 NR NR NR (P products of combustion. The material filing this annular space shall not be required to meet the ASTM E 136 requirements. 9 8 5 ® 41 NR NR U 'A ut.� 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 ® 41 5 ® 22 NR 02 �� 6. Fire blocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. alarm shall be provided where necessary to assure that no sleeping area on such story is more than 15 feet away from a carbon monoxide alarm. 0 R302.11.1 Fireblocking materials. Except as provided in Section R302.1, Item 4, fireblocking shall consist of the following materials. 915.2.3.1.1.2 A carbon monoxide alarm shall be provided on each story that contains a carbon monoxide source. NR denotes no reinforcing required. (V EW 1. Twa-inch nominal lumber. 915.2.3.3 Bed and breakfast dwellings and buildings and structures which (1) contain one or more sleeping areas; (2) are classified in one or more of the following Locate vertical bars 1Y," clear from inside face of walls. The center of bars shall not vary from this by more than % inch. 2. Two thicknesses of 1" nom nal lumber with broken lap joints, occupancy Groups: E, 1-2 (except hospitals), 1-4, R-1, R-2, R-3 or R-4; and (3) are not covered by Section 915.2.3.1 or Section 915.2.3.2. 3. One thickness of 23/32 inch wood structural panels with joints backed by 23/32 inch wood structural panels. 915.2.3.3.1 Buildings and structures constructed on or after January 1, 2008. J NUMBER 4. One thickness of 3/4 inch particleboard with joints booked by 3/4 inch particleboard. �� T'` 5. One half inch gypsum board. 0 16 0 2 3 ,� W 6. One quarter inch cement based millboard. 7. Batts or blankets of miners)) wool or glass fiber or other approved materials installed in such a manner as to be securely retained in.place. IT 2 4 Q SHEET NUMBER UN UNIT 2 3 = / Z . (B- 2 ALT- 2 ) (MODEL B- 2 W �•_-_ , - COPYRIGHT GRCH ARCHITECTURE P.C. 201 L RIGHTS RESERVED - .. - - - - - - I - - - - - - - - .. - - - - - - - TABLE R602.3(3) P2607.2 Pipes penetrating exterior walls. Where a pipe penetrates on exterior wall, waterproof seal shall be made on the exterior of the wall by one of the following TRUSS IDENTIFICATION SIGN V)^ 1 Requirements for Wood Structural Panel Wall Sheathing Used to Resist Wind Pressures (a,b,c) methods: 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 ULTIMATE DESIGN sob-on-grade floors shall have rigid, opaque and weather-resistant rotective covering to prevent the degradation of the insulation's thermal performance. TYPE CONSTRUCTION, PRE-ENGINEERED WOOD W MINIMUM NAIL PANEL NAIL WIND SPEED V ult 9 9P 9 P 9 P 2. A flashing of an approved elastomeric material. 2 o SPACING (mph) The protective covering shall cover the exposed exterior insulation and extend not less than 6 inches (153 mm) below grade. CONSTRUCTION AND/OR TIMBER CONSTRUCTION q MINIMUM MINIMUM MAXIMUM WALL P2801.6 Required pan. Where a storage tank-type water heater or a hot water storage tank is installed in a location where water leakage from the tank will cause U 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. m WIND EXPOSURE furnace is located, a utility room or an approved location inside the building. REFLECTIVE RED 6 SIZE PENETRATION STRUCTURAL THICKNESS (INCHES) EDGES FIELD CATEGORY y PP 9' 1. Galvanized steel or aluminum of not less than 0.0236 inch (0.6010 mm) in thickness. U (INCHES) PANEL. SPAN (INCHES) PANTONE PMS 187 RATING (INCHES O.C.) (INCHES O.C.) 2. Plastic not less than 0.36 inch (0.9 mm) in thickness. B C D TABLE N1102.1.2 (R402.1.2) X Z ( 1 w sd Insulation and fenestration Requirements by Component 3. Other approved materials. \ / W COMMON 1.75 24/16 7/16 16 6 12 170 140 735 Aplastic pan shall not be installed beneath agas-fired water heater. V O � U) r- U R602.3.5 Braced wall panel uplift load path. Braced wall panels located at exterior walls that support roof rafters or trusses (including stories below top CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL ZONE n U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE & SPACE r � 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 EFLECTIVE r"'� oN'- R-VALUE z WHITE 4_0 N> practice. 4 EXCEPT U101.1 General. The provisions shall be applicable for new construction where solar ready provisions are required. F- y p MARINE 0.35 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2 ft 10/13 (n = 7 Z - R802.11 Rafter or truss uplift force. Section U102 General Definitions Z speed. Roof itch > 5 12 Exposure B N1102.2.2 (R402.2.2) Ceilings without attic spaces. Where section N1102.2 would require insulation levels above R-30 and the design of the roof/ceiling assembly does 1/4 L- a M Far rafters at 16"o/c in 130m11h wind sp p / p Solar-Ready Zone. A section or sections of the roof or building overhang designated and reserved for the future installation of a solar 1/2" 0 Q C, T M not allow sufficient space for the required insulation, the minimum required insulation for such roof/ceiling assemblies shall be R-30. The reduction of photovoltaic or solar thermals stem. TRUSS IDENTIFICATION SIGN STROKE = � `2 co Span (ft) 12 18 24 28 32 36 42 48 P Y - Uplift Force # 117 149 182 203 226 247 281 314 insulation from the requirements of Section N1102.1.2 shall be limited to 500 sf (46 m2) or 20 percent of the total insulated ceiling area, whichever is less. COMPLIANCE WITH 19 NYCRR 1264 QJ itch < 5 12. Increase x 1.5 for 24"o c spacing. Increase x 1.32 for 140 mph. N1102.2.4 (R402.2.4) Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces such as attics and crawl spaces shall be Section U103 Solar-Ready Zone SIGNS IDENTIFYING THE EXISTANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6'IN ❑ U M Increase x1.09 for p / � P 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 attaching sum board and sum ane) 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. ttIn� R702.3.5.1 Screw fastening. Screws fora g gyp 9YP P P 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 P4v and shall penetrate the wood not less than 5/8 inch. p p P q 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 MATCHING SYSTEM PMS 181. n=. R1102.1.2 based on the applicable climate zone specified in Chapter 3. (PMS) f R702.4 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 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. a total floor area less than or equal to 2,000 square feet (185.8 me) per dwelling shall have a solar-ready zone area of not less than 150 square feet SECTION 1265.4. SIGN OR SYMBOL R702.4.2 Backer boards. Materials used as backers for wall tile in tub and shower areas and wall panels in shower area shall be of materials listed in Table q q N1102.2.9 (R402.2.9) Basement walls. Walls associated with conditioned basements shall be insulated from the top of the basement wall down to 10 feet (3048 mm) 13.94m2). The solar-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 THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BY AFFIXED TO THE ELECTRICAL BOX ATTACHED and installed in accordance with the manufacturers recommendations. ( TO THE EXTERIOR OF THE RESIDENTIAL STRUCTURE: PROVIDED,HOWEVER,THAT: IS AFHXING THE SIGN OR <(-: 702.4.2 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. SYMBOL TO THE ELECTRICAL BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX,OR IF THE UTILITY TABLE R is insulated in accordance with Section N1102.1.2 and N1102.2.8. U 103.4 Obstructions. Solar-ready zones shall be free from obstructions, including but not limited to vents, chimneys, and roof-mounted equipment. PROVIDING ELECTRICAL SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR SYMBOL Backer Board Materials N1102.4.2 (R402.4.2) Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air. Where using tight-fitting STANDARD and listed for the fireplace. Where using U103.5 Roof load documentation. The structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. TO BE AFFIXED TO THE ELECTRICAL BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR MATERIAL doors on factory-built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested a p g WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRICAL BOX. THE MAT GYPSUM BACKING PANEL ASTM C 1178 111Q3.7 Electrical service reserved space. The electrical service panel shall have o reserved space to allow installation of a dual pole circuit breaker for future solar Z GLASS tight-fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE FIBER REINFORCED GYPSUM PANELS ASTM C 1278 electric installation and shall be labeled 'For Future Solar Electric'. The reserved space shall be positioned at the opposite (load) end from the input feeder OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C 1288 OR ISO 8336, CATEGORY C NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS ASTM C 1325 location or main circuit location. WOOD ROOF TRUSS SPECIFICATIONS: ~ U TABLE R703.8.1 E 3901.7 Outdoor outlets. A water proof outlet is required for any size, deck, porch, or balcony that is accessible from inside dwelling unit. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING CODE. =) TABLE N1102.4.1.1 (R402.4.1.1) NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO BE USED, WHEN ROOF TRUSSES ARE SPECIFIED AS THE ROOF FRAMING MEMBERS. W' Allowable Spans for steel lintels supporting masonry veneer Air Barrier and Insulation Installation E 3901.9 Garage Outlets. Garage receptacle, outlets must be serviced by a separate branch circuit that does not supply other outlets. At least one receptacle outlet (- SIZE OF STEEL ANGLE NO STORY ONE STORY TWO STORIES is required for each car space in a garage. 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN: U) a,c (inches) ABOVE ABOVE ABOVE GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. E 3902.11 Location Of GFCI outlets. All GFCI outlets must be placed in readily accessible locations. D (EQUATION 16-8) Z L3x3x1/4 6'-0' 4'-6' 3'-O" THE EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. E 402.14 Tamper resistant receptacles. Nearly all 125 volt 15 and 20 amp receptacles to be tamper resistant. D + L (EQUATION 16-9) O L4x3x1/4 e'-o' 5'-0" 4'-6' BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. 8'-0' 6'-0' GAPS IN THE AIR BARRIER SEALED.CEILING/ ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/ SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY D + .D + . 0 (EQUATION 16-10) 6W (EQUATION 16-12) L5x3.5x5/16 10'-0" O Lsx3.5xt/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. 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 a. Long leg of the angle shall be placed in a vertical position. THE JUNCTION OF THE TOP PLATE AND THE TOP OF THE EXTERIOR WALLS SHALL BE SEALED. ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND SPEED (101 MPH BASIC DESIGN WIND SPEED) IN EXPOSURE CATEGORY B. Z c. Minimum bearing to be 6". KNEE WALLS SHALL BE SEALED. Qi� C) 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 ❑ ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE 2015 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: DOORS SEALED. INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE. TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD UP LOADS AS REQUIRED BY ASCE7-10 , TCDL = 15 PSF, R703.12.1 Clearances. exterior stud walls, adhered masonry veneer shall be installed: RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. w 1. Minimum off 4 inches (102 mm) above the earth DESIGN LOADS: R703.12.2 Flashing at foundation. A corrosion-resistant screed or flashingof a minimum 0.019 inch 0.48 mm or 26 gage galvanized or plastic with a minimum FLOORS (INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED IN ANY EXPOSED EDGE OF INSULATION ( ) 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 '{ inches (89 mm) shall be installed to extend a minimum of 1 inch (25 mm) below the foundation plate line on exterior FLOORS) THE FOLLOWING LIVE LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS stud walls in accordance with Section R703.4. SHAFTS, PENETRATIONS DUCTS SHAFTS, UTILITY PENTRATIONS, AND FLUE SHAFT OPENING TO EXTERIOR OR UNCONDITIONED ROOF: TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE �� >_4 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 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. MINIMUM DISTRIBUTED LIVE LOAD PER TABLE R301.5 STRUCTURAL MEMBER DEFLECTION FOLLOWING INFORMATION: 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. �� feet (3048 mm) to o building on another lot. (FOR SOLAR READY ROOF DESIGN LOAD ADD: 24 POUNDS 2. LOCATION of ALL JOINTS. Exception: Walls perpendicular to the line used t0 determine the fire separation distance. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED AT IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO PER LINER FOOT DEAD LOAD FOR ROOF FRAMING) Rafters having slopes greater than 3:12 ft L/180 3. REQUIRED BEARING WIDTHS. O R703.8.2.2. Support b roof construction. A steel angle shall be laced direct) on to of the roof construction. The roof supporting construction for the steel angle shall THE DRYWALL. With no finished ceiling attached to rafters PP Y 9 P Y P pp 9 9 SHOWER/ TUB ON THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE THEM FLOORS: 40 PSF consist of not fewer than three 2 inch by 6 inch wood members for wood construction. A wood member abutting the vertical wall stud construction shall be EXTERIOR WALL FROM THE SHOWERS AND TUBS. BALCONIES AND DECKS: 40 PSF partitions / 4.1. TOP CHORD DELIVLOAD. SNOW LOAD. anchored with not fewer than three 5/8 inch diameter by 5 inch lag screws to every wood stud spacing. Each additional wood roof member shall be Interior walls and rt H 180 4.2. TOP CHORD DEAD LOAD. 1 n , w f two 1Cd nails at eve wood stud spacing. Install flashing and wee holes. The maximum height of the brick veneer above the lintel ELECTRICAL/ PHONE BOX THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL OR COMMUNICATION BOXES OR AIR SEALED UNINHABITABLE ATTIC W/0 STORAGE: 10 PSF Floors and Ceilings w/ brittle finish L/360 4.3. BOTTOM CHORD LIVE LOAD. Il­_ 1"�1 w anchored by the use o every9 P 9 ON EXTERIOR WALLS BOXES SHALL BE INSTALLED. UNINHABITABLE ATTIC WITH STORAGE: 20 PSF 4.4. BOTTOM CHORD DEAD LOAD. shall be 12 feet 8 inches, with max 7:12 roof pitch. See figures R03.8.2.1 & R703.8.2.2. HABITABLE ATTIC W FIXED STAIRS: 30 PSF All other structural members L/240 4.5. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION. I he supporting wall studs with corrosion resistant metal ties embedded in mortar or rout 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 plaster or stucco finish L/180 4.6. CONTROLLING WIND LOADS. � R703.8.4 Masonry veneer shall be anchored to the t pp g 9 9 P 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. r /'1 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 ULTIMATE DESIGN WIND SPEED: 130 MPH FROM FIGURE R301.2(4)A m `/ .J / - sheathing & veneer. EAch tie shall support not more than 2.67 square feet of wall area and shall be in accordance with ASTM E 283 at a 1.57 psf (75Po) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the EXPOSURE CATEGORY: B FROM R301.2.1.4 Exterior walls with brittle finishes L/180 6. EACH REACTION FORCE AND DIRECTION. - 8d common nail. Airspace- Nominal 1" between s g pp q 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY ❑ spaced not more than 32" on center horizontally and 24 inches on center vertically. housing and the interior wall or ceiling covering. SEISMIC DESIGN CATEGORY: B FROM FIGURE 301.2.2 (exempt from Exterior walls with flexible finishes L/180 LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20 GA MIN THICKNESS GRADE A GALVANIZED STEEL PLATES. O h round level above the foundation wall or slab and at other points of support., C402.4 (R402.4.6) Tenant Separation Walls (Mandatory). Fire Separations between dwelling units in two-family dwellings and multiple single-family dwellings seismic provisions of code per R301.2.2) 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. R703.8.5 Flashing shall be located beneath the first course of masonry above finished g P PP Lintels supporting masonry veneer L 600 > �r 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 P, SOIL: 2,000PSF Per TABLE R401.4.1 PP 9 Y / 9. CONNECTION REQUIREMENTS FOR TRUSS TO GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD SPLICES. R703.8.6 Weepholes shall be provided in the outside wythe of masonry walls at a maximum spacing of 33 inches an 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 SNE AND TOTAL LOAD. /4 inch in diameter. Weepholes shall be located immediately above the flashing. Section N1103 (R403) NOTE: Soils with clay or clay and silt will require a redesign 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS. w r , of building footings. 12. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATIONS. v Systems R801.3 Roof drainage. All dwellings shall have a controlled method of water disposal from roofs that will collect and discharge roof drainage to the ground surface N 1103.1 (R403.1) Controls (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. Z) not less than 5 feet from foundation walls or to an approved drainage system. N 1103.1.1 (R403.1.1) Programmable thermostat. The thermostat controlling the primary heating or cooling system of the dwelling unit shall be capable of controlling TABLE R301.2(2) WOOD FLOOR TRUSS SPECIFICATIONS:BED F- R802.1.5.4 Labeling. Fire-retardant treated lumber and wood structural panels shall be labeled. the heatingand cooling system on a daily schedule to maintain different temperature set points at different times of the day. This thermostat shall include WOOD FLOOR TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING H g y y p p y Door And Window Required Design Loads: CODE. 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 557 (13'C) or up to 85'F(29'C). The thermostat shall All exterior windows and doors shall meet minimum wind pressures (/) with a gusset plate as a tie. Ridge board shall be not less than 1 inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter. initially be programmed by the manufacturer with a heating temperature set point no higher than 707 (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: �_ Z U At valleys and hips there shall be a valley or hip rafter rot 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) rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distribute the specific load at N1103.1.2 (R403.2) Hot water boiler outdoor temperature setback. Hot water bailers that supply heat to the building through one or two pipe heating systems shall D + L (EQUATION 16-9) Z) W 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 = LIVE LOAD, R802.3.1 Where ceiling joists or rafter ties are not provided, the ridge formed by these rafters shall be supported by a wall or girder designed in accordance with N1103.3.1 (R403.3.1) Insulation (Presc(ptive). 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/-28.00 FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE FOLLOWING DESIGN LOADS: 0 accepted engineering practices. greater and R-6 where less than 3 inches (76.2 mm) in diameter. Supply and return ducts in other portions of the building shall be insulated to a 20 S.F. +17.4/-22.0 +20.24-26.0 TCLL = 40 PSF, TCDL = 10 PSF, AND BCDL = 5 PSF R802.7.2 Engineered wood products. Cuts, notches and holes bored in trusses, structural composite lumber, structural glue-lominated members, cross-laminated timber members or [-joists are prohibited except where permitted by the manufacturer's recommendations or where the effects of such alterations are minimum of where 3 inches (76.2 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: Ductscts or portions thereof locatedted 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". N1103.3.2 R403.3.2 Sealing (Mandatory). Ducts, air handlers and filter boxes shall be sealed. Joints and seams shall comply with either the 2015 International TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL INCLUDE THE R802.8.1 Bridging. Rafters and ceiling joists having a depth to thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid ( ) Table values shall be adjusted for heights > 30 and exposure C or D by multiplying by the blocking, diagonal bridging (wood or metal) or a continuous 1 inch by 3 inch wood strip nailed across the rafter or ceiling joists at intervals not exceeding Mechanical Code (as amended), the 2015 International Residential Code (as amended) of the New York City Constructions Codes, as applicable. FOLLOWING INFORMATION: adjustment coefficient in Table R301.2(3). 1. DEPTH, SPAN, AND SPACING. 8 feet. Exceptions: Plus sign signifies pressures acting toward the building surfaces. R802.9 Trimmer joist: single header and trimmer for openings up to 4'-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 B ALL JOINTS. 2. For ducts having static pressure classification of less than 2 inches of water column 500 Pa additional closures stems shall not be required for 3. REQUIRED BEARING WIDTHS. joist spans of 6'-0" and greater. 9 P ( )• y q 4.1. TOP CHORD LIVE LOAD OR SNOW LOAD. continuously welded joints and seams, and locking-type joints and seams of other than the snap-lock and button-lock types. 4.2. TOP CHORD DEAD LOAD N1103.3.3 (R403.3.3) Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage. 4.3. BOTTOM CHORD LIVE LOAD. • • r- N1103.4 (R403.4) Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41'C) or below 55'F (13'C) shall 4.4. BOTTOM CHORD DEAD LOAD. w r ,r . . be insulated to a minimum of R-3.N1103.7 R403.7 Equipment sizin and efficient rating Mandato Heating and cooling equipment shall be sized in A B B R EU AT 0 N S 4.5. CONCENTRATED LOADS AND THEIR POINTS CT APPLICATION. Q N 04 N M M ( ) g y g ( ry). g g5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR DESIGN VALUES FOR CONDITIONS OF USE. 0 � `� `� " " m -are installed insulation shall not block the free flow of air. Not less than a 1 inch space shall accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other calculated in accordance with ACCA Manual J A.B. ANCHOR BOLT 6. EACH REACTION FORCE AND DIRECTION. R806.3 Vent and insulation clearance. Where eave or cornice vents P D.S. DOWNSPOUT LT. WT. LIGHTWEIGHT RMS. ROOMS or other approved heating and cooling calculation methodologies. DTL DETAIL LT. l REINF. REINFORCING,REINFORCED 7. JOINT CONNECTOR TYPE AND DESCRIPTIONSIZE, THICKNESS OR GAGE AND THE DIMENSIONED LOCATION OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY be provided between the insulation and the roof sheathingand at the location of the vent. pp 9 9 g A.F.F. ABOVE FINISH FLOOR (E.G.,( ) 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 LUV RNG RANGE LOCATED SIZE, SRELATIVE 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 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER. Section R807 Attic Access E.J. EXPANSION JOINT L.T. LAUNDRY TUB R.O. ROUGH OPENING g. 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 means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ALUM. ALUMINUM R. inches (762 mm) or greater over an area of not less than 30 square feet (2.8m2). The vertical height shall be measured from the top of the ceiling ANCH. ANCHOR ELEC. ELECTRICAL MAS. MASONRY RISER 10. DEFLECTION RATIO FOR WE AND TOTAL LOAD. ELEV. 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. z Z ARCH. ARCHITECTURAL EQ. EQUAL S.C. SAWCUT The rough-framed opening shall be not less than 22 inches b 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 MAX. MAXIMUM 9 P 9 y ® AT EQUIP EQUIPMENT MOO MEDIUM DENSITY OVERLAY SCHEM. SCHEMATIC * DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE Z a_ d opening shall be not less than 22 inches wide b 30 inches hi h 559 mm wide b 762 mm high). be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception: Low EXP. EXPANSION MECH. MECHANICAL SHLF SHELF INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE IMO APPROXIMATELY EQUAL AREAS. Z z Z O Z Z Z N accessible location. Where located in a wall, the op g Y 9 ( Y z Where the access is located in a ceiling, minimum unobstructed head-room in the attic space shall be 30 inches (762 mm) at some point above the voltage lighting. EXT. EXTERIOR SHT. SHEET WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEIUNC ASSEMBLIES UNDER THE O O O F O O H w access measured vertically from the bottom of ceiling framing members. See Section M1305.1.3 for access requirements where mechanical equipment is BD. BOARD MIN. MINIMUM BLDG. BUILDING EE. EACH END SIM. SIMILAR FOLLOWING CIRCUMSTANCES: u> v> ; uc ng ¢ N M.O. MASONRY OPENING STAINLESS STEEL FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. > > > w > > N O located in attics. Section M1305 Appliance Access BM BEAM S.S. w w w w w , 3i MTL. METAL STL. STEEL MATERIALS: DRAFTSTOPPING MATERIAL SHALL BE NOT LESS THAN 1/2 INCH GYPSUM BOARD, 3/8 INCH WOOD STRUCTURAL PANELS. W w m m U M1305.1 Appliances access for inspection service, repair and replacement. Appliances shall be accessible for inspection, service, repair and replacement without BTM BOTTOM F/C FLOOR COVERING CHANGE Section 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 F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT SUSP. STRUCTURAL R 902.1 Roofing covering materials. Roof shall be covered with materials as set forth in Sections R904 and R905. Class A, B or C roofing shall be installed in replaced. A level working space not less than 30 inches deep and 30 inches wide (762 mm by 762 mm) shall be provided in front of the control side to BRG. BEARING FDN. FOUNDATION (NTS) NOT TO SCALE SUSP. SUSPENSION co TYPICAL ROOF & FLOOR TRUSS NOTES: jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. Class A, B and C service an appliance. BRK BRICK FLR. FLOOR SGD SLIDING GLASS DOOR N PP 9 pp P opening passageway y g 9 SQUARE o roofingrequired 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 o enin and a clear and unobstructed ossa ewa large enough to allow removal BSMT BASEMENT FP FIREPLACE SQ' * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. THE DESIGN AND MANUFACTURE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL civ q O.C. ON CENTER R 902.4 Rooftopmounted photovoltaic panels and modules. Rooftop mounted photovoltaic panels and modules installed on or above the roof covering shall be of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) long measured CE CENTER LINE F.R. FIRE RATED P R TB TOWEL BAR COMPLY WITH ANSI/TPI 1. THE TRUSS DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK. P P OPER. OPERATOR tested, listed and identified wil:h 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 FIRM FRAME T & G TONGUE AND GROVE * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING ASSEMBLY TO C.J. CONTROL JOINT OPNG. OPENING TOP OF GRADE SLAB INSURE TIGHT FITTING JOINTS. jurisdictions designated by law as requiring their use or where the edge of the roof is less than 3 feet (914 mm) from a lot line. M1307.3 Elevation of ignition source. Appliances having an ignition source shall be elevated such that the source of ignition is not less than 18 inches (457 mm) FT. FOOT / FEET TGS ^ COL. COLUMN OPT. OPTIONAL TFW TOP OF FOUNDATION WALL * C♦ J 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 TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD TYP TYPICAL METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN DESIGNED AND INSTALLED TO PREVENT ROTATION AND PROVIDE Z barrier/ water shield shall be installed per manu'acturer s specifications, to maintain product warranty. Carry down front of fascia, min 4" M 1502 Clothes dryer duct maximum length not to exceed 35' from the connection to the transition duct and reduced 2-1/2 inches for every 45 degree bend and COND. CONDITION GA GAUGE OZ• Z W R 905.1.2 An ice burr / P P OUNCE T TREAD LATERAL STABILITY IN ACCORDANCE WITH ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA BUILDING COMPONENT SAFETY INFORMATION BCSI GUIDE TO GOOD PRACTICE FOR typical. Apply ice & water shield in fair weather when the air, roof deck and membrane are at temperatures of 40 degrees Fahrenheit or 5 feet for each 90 degree bend. Install booster fan for additional lengths. Clothes dryer exhaust system shall comply with code section M1502 listed and GALV. GALVANIZED ( ) 2 labeled in accordance with UL2158A. Exhaust duct size shall comply with code section M1506. 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 pY CONST. CONSTRUCTION G.C. GENERAL CONTRACTOR 1/S ONE SHELF TRPL TRIPLE * 0 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 re:Ceive ice & water shield. M 1506 Exhaust openings: A minimum clearance of 3'-0" is required between air exhaust terminations and openings into the building. CTSK. COUNTERSUNK GEN. GENERAL * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY BRACING HAS 0 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. PC POURED CONCRETE U.N.O. BEEN DESIGNED AND INSTALLED FOR THE INSTILLATION OF THE TRUSSES. LTJ w C.O. CASED OPENING GYPSUM UNLESS NOTED OTHERWISE J Area to be exhausted: Kitchen = 100 cfm intermittent or 25 cfm continuous. G.L. GLUE LAM PBD. PARTICLE BOARD slopes from two units vertical in 12 units horizontal (2:12) up to four units vertical in 12 units horizontal (4:12), double CANT. CANTILEVER PL. PLATE W 0 di Y underlayment application is required in accordance with Section R905.1.1. Area to be exhausted: Bathrooms/ toilet roams= Mechanical exhaust capacity of 50 cfm intermittent or 20 cfm continuous. C.T. CERAMIC TILE HGT. HEIGHT VERT. VERTICAL PNL. PANEL VERIFY IN FIELD w i R 905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 CLG. CEILING HDWR. HARDWARE PWD. PLYWOOD V.I.F. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: U o C.M. CROWN MOULD HORZ. HORIZONTAL,HORIZONTALLY W WASHER gage [0.105 inch (3 mm)] shank with a minimum 3/8 inch diameter (9.5 mm) head, complying with ASTM F 1667, of a length to G2415.7.1 (404.7.1) Piping through bored holes or notches. Where piping is installed through holes or notches in framing members and the piping is located less than HD.WD. PF. PREFABRICATED W WITH 1. The mechanical systems shall be installed in accordance with chapters 12-24 of the 2015 IRC & 2016 NYSRC. Z penetrate through the roofing materials and not less than % inch 19.1 mm into the roof sheathing. Where the roof sheathing is 1 C.R. CHAIR RAIL HARDWOOD (D 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 PR. PAIR WOOD 2. The plumbing systems shall be installed in accordance with chapters 25-33 of the 2015 IRC & 2016 NYSRC. _ HR. HOUR WD. � 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. W II R 905. 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 in asses through is a bottom late, bottom track, to late or to track, the shield Tates shall cover the framing PENNY PSI POUNDS PER SQ. IN. WALKOUT 4. All general notes unless otherwise noted on plans or product specifications. I 2f g g P 9 9 piping 9 P 9 P P P P P 9 HB HOSE BIB WO OR W/0 0 W 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 1.C. 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 INGR. IN GROUND P.T. PRESSURE TREATED 6. In areas where the drawings do not address methodology, the contractor shall be bound to perform strict compliance with) manufacturers specifications 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 INSUL. INSULATION QUAD. QUADRUPLE recommendations. T provided on the vertical :sidewall, the base flashing shall be provided in accordance with this section and counterflashing shall be DN DOWN W x 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 0 provided in accordance with Section R703.7.2.2. DOOR REF. REFER TO REFERENCE dimensional conflicts, immediate) to architect for corrective measures prior to construction. _ W the vent terminal. Door stops or closures shall not be installed to obtain this clearance. I.S. INSIDE CORNER Y P 0 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 DWG JT. JOINT REINF. REINFORCING,REINFORCED 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. � } overlapped not less than 2 inches (51 mm). Drip edges shall extend not less than /4 Inch (6.4 mm) below the roof sheathing DRAWING hall be mechanical) fastened to the roof door, operable window or gravity air inlet into any building. The bottom of the vent terminal shall be located not less than 12 inches above finished ground 9. The general notes and typical details apply throughout the job unless otherwise noted or shown. z m and extend up back onto the roof deck not less than 2 inches 51 mm . Drip edges s y KSI KIPS PER SQUARE INCH z ( ) P 9 level. 10. DISCREPANCIES: The contractor shall compare and coordinate all drawings; when in the opinion of the contractor, a discrepancy exists, the contractor shall � � w deck at no more than 12 inches (305 mm) o.c. with fasteners as specified in Section R905.2.5. Underloyment shall be installed The vent terminal of a direct vent appliance with an input of 10,000 BTU per hour or less shall be located not less than 6 inches from any air opening promptly report it to the architect for proper adjustment before proceeding with the work. Z � g U 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 11. OMISSIONS: In the even certain feature of the construction are not fully shown on the drawings, their construction shall the of the some character as for similar (D C) I 0 I 07 termination clearance. GRAPHIC SYMBOLS conditions that are shown or noted elsewhere on the construction document set. F15 R 1001.1 Masonry fireplaces & chirnneys to be constructed in accordance with Section R1001 and the applicable provisions of Chapters 3 The vent terminal of a direct vent appliance with an input of over 50,000 BTU per hour shall be located not less than 12 inches from any air opening into 12. All work is to be performed in a professional manner and in accordance with best practice and consistent with manufacturer's and supplier's recommended W REL, and 4 of this code. the building. installation procedures. \C-) R 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 4 STRUCTURAL CALC. REFERENCE U ,EFL L 13. The architect has not been retained to perform framing inspections and / or field inspection. The architect is therefore Inot responsible for any and all conflicts _ 41, T ��, than 3 feet above the highest point where the chimney passes through the roof. Section G2439 (614) Clothes Dryer Exhaust )()( O C 1 DETAIL REFERENCE including weatherazation, water proofing and framing with respect to the construction documents. Q' x1 01 G2439.1 (614.1) Installation. Clothes dryers shall be exhausted in accordance with the manufacturer's instructions. Dryer exhaust systems shall be independent of all )()( �, PURSUANT TO SECTION 69.5 (b) OF THE NEW YORK STATE EDUCATION DEPARTMENT, REGULATIONS OF THE COMMISSIONER ("REGULATIONS"), 8 NYCRR 69.5, ENTITLED � Section R1004 Factory-Built Fireplaces other systems and shall convey the moisture and an products of combustion to the outside of the buildin . FLOOR FINISH CHANGE Y Y Y P 9 L- "SEALS", AN ARCHITECT WHO SEALS "PLANS, SPECIFICATIONS AND REPORTS" MUST PLACE A STAMPED WARNING ON THE SEALED DOCUMENT INDICATING THAT: IT IS A W R 1004.1 Factory built fireplaces s'nall be listed and labeled and shall be installed in accordance with the conditions of the listing. Factory G2439.4 614.5 Der exhaust duct ower ventilators. Domestic dryer exhaust duct ower ventilators shall be listed and labeled to UL 705 for use in dryer exhaust t(9 Ir4 m built fireplaces shall be tested in accordance with UL 127. ( ) Dryer p ry P ry VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AND ITEM IN ANY WAY. 2 '.. '� Z 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 U �- C system has been specifically tested, listed and labeled for such use in accordance with UL 127. R 1006.1 Factory built or masonry fireplaces shall be equipped with an exterior air supply to ensure proper fuel combustion unless the room Section P2607 Waterproofing of Openings XX - - - XX BUILDING SECTION kzlo 8 0 . is mechanically ventilated and controlled so that the indoor pressure is neutral or positive. See sections R1006.1.1- R1006.5. P2607.1 Pipes penetrating roofs. Where a pipe penetrates a roof, a flashing of lead, copper, galvanized steel or an approved elastomeric material shall be installed XX _ 0 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 N EW Energy Efficiency internal cross-sectional area of the vent pipe to less than the internal cross-sectional area of one pipe size smaller. � B 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 F, cellulose) shall be written in inches (mm) or markers that are installed at least one for every 300 square feet (28 m2) throughout the attic space. The markers shall be affixed to the trusses or joists and marked with the minimum initial installed thickness with 1 Z O 3 numbers not less than 1 inch (25 mm) in height. Each marker shall face the attic access opening. Spray polyurethane foam thickness and installed R-value shall be listed on certification provided by the insulation installer. SHEET NUMBER W UNIT 24- UNIT 2 3 Q a_ "I" 2Z (B- 2 ALT- 2 ) (MODEL B- 2 ) W .: I - I . 01 I I . - COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WHEN NOT ALIGNED WITH RAFTER, W �q 1 66-WX24"MIN GONNE(T KING 5TUD5 TO TOP PLATE W ATTMGN r0 EA6,H PAIR ROOF FRAMING WRAP I-I/4"X22 GA.GALV.COIL STRAP Z 65-20X 24'•MM M OPPX1%RAFTERS OVER TOP OF TOP PLATE AND NAIL 2x4 OR 2x6 � � E ATTACH TO EAUi PAIR 2x AGQ LEDGER W/2-3/8"x5" LAG CRIPPLE STUDS Z v OF OPPOSIllb RAFTERS ROOF RAFTER, DBL TOP PLATE �� �� BOLTS® Ib" OG INTO STUDS Ib O.G. V SEE PLAN SEE PLAN 2X BLOCKING O �J' (� 3 SIMP50N STRONG-TIE r .• A55 ® EVEPY RR AT 2 END BAYS 2X4 STUD WALL OR Z w 5RvP50N STRONG 5M'S0N STRONG ' ° __ GEILIN6 JOIST OR GABLE END TR1155 -TIE N -TIE lid °°° SIMPSON STRONG-TIE W/5TRON6BAGK5 _ SIMP50N STRONG TIE H2 8D NAILS TRUSS BOTTOM CHORD 51MP50N H2 CONNECTOR®EA. F- u) NP. 8d NAILS TYP. RIDE;.STRAPS 51 U pf ATTAM TO EACH PAIR Of OPP05IN6 Rk7ERS. ALTERNATE TO RIDGE STRAP: H3® EVERY RR RAFTER TO STUD AND KINGS V . V > o� 5 AND USE IN GOb431NATI0N ONLY V 511)05 ANDS R STRAPS ARE NOT RFIURED WHEN GGILAR TIES G7 PROVIDE 2X4 COLLAR TIE AT (WHEN ALIGNED) . . M ME W� �� NR"IINAL ab OR 2X4 CINDER ARE LOCATED IN Tit UPPER THIRD Of RE IN 4-1 THIRD OF THE ATTIC SPADE ATTIC SPADE AIV ATTMtV TO EA6H PAIR OF RAFTERS W A-IOd NALS MU 4 IOd AT EACH RAFTER) U t0.2 ( `�° N 1'; 5 DO NIT A-16N / 65-22 STRAP AT Z a�Z - LS026 FOR 2x6 RR EACH STUD,SEE V `>•) Lo L5U28 FOR 2x8,2x10,OR 2x12 DETAIL 4 FADER Z O ` X`�� M V Q wo � FRAMED OP 6 ❑ U M N 00 R WIN OR R106E STRAP DETAIL / -RIDGE 5TI A DETAIL S,12b @ ERON6-TIE 2x4 S 2x6 EX OR DOORto OR CATH.GL65 WITHOUT COLLAR TIE5) / (WITH OR WITHOUT COLLAR TIES) LU28 ® EVERY GJ STUDS® I6"O.G. NO SPECIAL FT � a �w qsT. �t't'm LOCATE AT // N.TS. 2x ACO LEDGER W/3/8"x5" LAG IIN HIS AREA REQ L.OGATE AT EVERY RAFTER BOLT® I6" OG INTO STUDS '- SM'SON STRONG SM'"STRONG STRAPPING TO BE 1-114"X 22 6A. -TIE Lr5 -TIE t1d / GALV.,SEE DETAIL 4101.ALL STRAPPING /� C C I,I�I -k -TIE ✓N STRH OVER R II TYP.3"IOD MAY M l� F MFLFD / L�/'1.L7 G H ROOF O F CABLE END WALL TO BEAR A MIN.OF ID"ON FRAMING. TE HV OR NM GUI:R I/1"SIFJQtIMb K USED I_ L/f� �i 8D NAILS TYP. / Cott WE Wl�t SIu)s AND USE IN GOht31NA710H OPLY w i ISMS AND � STRAPP I NCC DETAIL_ DETAIL L AT ATTIC WIETER5 AL16H 'lRAFTW5 W WT AWN z I0 KTS• I I NT"'f' STRAPPING TO RUN ONTO RIM J015T,SEE O H DETAIL 9/DI(ONE STORY)OR ONTO STUD U ROOF RAFTER HURRI GANE. TIES AT WALL BELOW(TWO STORY) \ e LOCATED AT EVERT RDOi'RAFTER \ Z 0ALTs. ATT I G • 0 e z O 5TRAPP I NC DETAIL ° VMP50N POST GAP 66q$4, �2 FOR FRAME GONNEGTI ONS o ' USE E(Gq, -4 AT M I-1 J DI N.T.S. 2ND FLOOR /� Z M N. (1)2x 3 KING FADE NAILS FROM Z Qj� STRAP qR qx PROVIDE 3"X,(6 X3 WASHER PLATE AT ALL ANCHOR BOLTS KING STUD INTO HERDER ❑ WTG48W3 5EGURED BY WOOD SILL PLATES. COLUMN POST TOP ANCHOR PR� START NAILS 51MP50N PAB OR 55 ANCHOR BOLT5 MAY BE USED IN LIEU OF THREADED ROD W/WASHER PLATE. END 1t7J6Tli // KT5, LOCATE AT E1/E721'GOLI)MMV 6tRDH2 GOAU�GTION F I/2 PROVIDE 3"X6'X.036'GALV.STEEL PLATE W/ 12"MIN. NALS 6-8D NAILS AT CORNERS AND INTER5EGTIN6 (4)NAILS MN. N WALL5. 3'X12"X.036'GALV.STEEL PLATE I-V n"LFIJ6Tl1(TYP.) 12-SD NAILS AT AT BUTT JOINTS IN 5TRA16HT 51MP50N L5TA12 STRAP W/ l l 3M��w aEAP SPAN TYJ NALS WALLS WHERE THERE 51NOLE PLATE OR HEADER 5-IOD NAIL5 EAGH END AT 2Xb KING STUDS MD ): EACH JACK STUDGUf LENKH \ AGE z 24'MINIMUM LAP SPLICEONE AT PANS UP TO b FEET1101/ BEA AIL5 THREE FOR PANTWO FOR 5512 TO Ib FEET 2X6 JACK STUDS N.O.N.): 6 TO 12 FEET 5/8"� A301 ROD THREADED 6"BOTH ENDS. PROVIDE MIN END PRE-DFM Q 3/4"AND I"ROD AT 51MP50N STEEL STRONG WALL,SEE PLANS 12-160 INDNAILS UCES ONE AT SPANS<b' n , DISTANCE Cf 7 8" END U2,6T11 BO AILS TWO AT 5PAN5 FROM 6'TO 12' 11"MIN. IST FLOOR THREE AT 5PAN5>12' W SIMPSON POST BASE 2"X3/8"X3" WASHER PL W/NUT EACH SIDE UNLE55 NOTED OTHERN15E ON PLAN (4)NAILS MIN. M I ABU44 OR ABU66,SEE PLAN 0 a.LAILS N. IN 65-22 COIL 5-RAP I ( UPPER STORY SHEAR m (� l _ _ WALL TO GIRDER ALTERNATE NGHOR BOLT DETAIL EXTERIOR HALL ❑ W FLOOR TO FLOOR TIES I BELOW CONNECTION O l ) FOR SET BAGK WALLS HDU HOLD-DOWNS AND STRONG WALL DOUBLE TOL' WALL PLATE SPLICE DETAIL HEADER CONNECTION N T5. LOCATED AT EVERY STUD I \\ I I 1/2.0 HOOKED ANCHOR BOLT W/T" w J FOUNDATION MINIMUM EMBEDMENT OR EXPAN51ON 13 / NOTE: I \ BOLT W/5'MINIMUM EMBEDMENT ALTS. I ALTS. I" N.T. 60 STRAPS LNDER SNEATHI*PROVIDE:Sd (ZM"IGN (ON x 25"LO*)NAILS 60L STRAPS OVER SNEATHINO PROVIDE: IOd(ZMMON(0131 x 3"Lb*)MLS. I \\ \\ 6 COLUMN POST BOTTOM ANCHOR ALLOWABLE HOLES - � ►� LOCATE AT EVMY COI1)hQJ/611RDER cloteIECTION RAF RAFFER u Ev TO FLAT v41EY,vac 80 NAIL®6"O/C AT ALL PANEL ED6E5 [ , \ PROJIG£td NALS TX NAL EP 161)NAIL® 24"0/6 ;6D NAIL® 24"GIG LVL Headers and Beams Z V AS PPR Wf/,M %6 05B OR PLYWOOD W SIMP50N HGP HIP HIP RAFTER, SHEATHING Microllame LVL Rai RAFrfR SEE PLAN INTERIOR 1.3E TimberStrand® and CORNER TIE LSL hole zone Parallamo PSL 2 x diameter of the t U (4)NALS MIN. M _ /depth NOTE:WHERE 24"WIDE MINIMUM FULL HEIGHT I n•LENGTH ( i hole zo a largest hole(minimum) O WALL RETURN 15 PROVIDED AT ENDS OF Q BRACED WALL LINE THE 800#HOLDOWN MAY BE ELIMINATED. PROVIDE TWO(ONE AT EACH I 51MPSON BP WASHER n"LMTH (MM) `:J ° 8D NAIL®b"0/G INTERIOR SIDE)65-22 5TRAP5 PER DETAIL 4 IN LIEU OF I I-3/4'MINIMM _ _ AT ALL PANEL ED6E5 dE _ _ _ _ _ _ _ _ NAIL 5HEATHIN6 TO ° o _ L5TA36 STRAPS SHOWN IN THE DETAIL. 0 0 0 SILL PLATE W/8d 2X AGQ SILL PLATE. DOUBLE o EXTERIOR GYPSUM BOARD o 0 0 NAILS®4'0/6 SILL AT FULL BASEMENTS 00 5/8 DIA.STEEL ANCHOR . J T MINIMUM BOLTS MAX.2'-8"O.G.. - - - - - EMBEDMENIT EXTEND BOLTS MIN. 1"INTO 4.a FLAT vAUEr 8D NAIL® 12'0/G AT ALL Microllam 9 LVL and 65-22 COIL STRAP STM TO RCU MEMBERS NOT AT PANEL EDOE5KLOW allowed hole zone FDN.WITH T16HTENED NUT d Tx 3'WASHER TO EACH BOLT. (2)2 x b ACR 5f"PSON LTP4 PLATE NALEP TO middle Y3 span PROVIDE TERMITE SHIELD SILL %A15IN Col-STRAP 15/32"055 OR L5TA36 W/10 IOd NALS �4 CONTINUOUS BAR SILL RATE INTO STUD ABOVE AND LOCATED 2'TO 6" SEAL AND MAINTAIN 8"MIN. RIM AND 5LL FUTE @ 16"O/G Ar FAcn R�fER w>fPE INSIDE CORNER OUT5IDE CORNER vKLEY NK rilFR�crs. PLYWOOD 5HEATHIN6 BELOW(2 EACH CORNER) FROM TOP OF WALL FROM ND TO FINISHED GRADE d 1.3E TimberStranda� LSL allowed hole zone d � r` r` NOTE: NAL A5 PFR TA"33p 1vFLlA PLAN VIEW PLAN VIEWCq CC) 2,980 General Notes Q N � r-- Toll= SEE FOUNDATION PLAN COIL STRAPS UNDER SHEATHING PROVIDE:Sd COMMON(0.131 x 23"LON6)NAIL5.COIL EXTERIOR 1 w I J` LL TOP C�/T�b /1� /1�}�� 0 .- N N M c0 (O 5TRAP5 OVER 5HEATHIN6 PROVIDE:IOd COMMON(0.131 x 3"LONG)NAILS. HALL EXTERIOR LSI V 1� GlJftl u-1� HEADER MAXIMUM ROUND • Allowed hole zone suitable for unifornnly loaded DEPTH HOLE SIZE headers and beams only. LAY-OSIER OR FALSE GALLEY PLATE HIP GONNEGTION ST�RAPPINC DETAIL WALL FRAMING 43/8' 1" • Round holes only nd 5TORY CORNER GONNEGTOR5 TY�Pl ALANCHOR E30LT STUD TO RIM J015T TO SILL PLATE �7 �Q� 5'/z" 13/4" • No holes in cantilevers. 8 LOCATE AT EVLsRY STUD ALTS• xrs �C/ N.TS. N.TS. 7Y4"to 20" 2" No holes in headers or beams in plank orientation. ALTS. L:OGAT�AT E'Vi9ZY GORN�2 N.T5. LOCATION AS NOTED T . See illustration for Allowed Hole Zone DO NOT cut notch or drill holes in headers except as indicated in illustrations g Z and tables. (n d g A MR K*4 OF TWO BRACM WALL LINES(EIV IN EACH DIRSOTION OF A BUILDING. BWL'S SHALL NOT BE SPAG6? E ENIP19 STMt/P MD WNL�JITtNS fl � MD w4L anTpiw z z z o z z n 0 0 2 >= o o .5 � W MORE THAN 60 FT APART. WALLS NTM A BWL SHALL NOT BE OI`SET BY MORE THAN 4 FEET PROM A BW.. BWL L.OGAT10N5 AAtE NOTE: TD TGP Q PGM(WAL r I���I I TO rGP Q PGMf WNL r 1� n � � � > � � (L ¢ � NOTE: -> >- > W >- -> > RDICAIED ON FLOOR KAM 2 FT MAX PONY WALL MAY BE 2 FT MAX PONY WALL MAY BE I W W W J W W N J - SIMP50N DTTV HaPONN AT CA-W51?DRAGED PLACED ON TOP OF HEADER I I PLACED ON TOP OF HEADER � ix W � W m m U A BRACED WALL PANEL(BWP)SHALL BE6M WTHIN 10 FEtT OF EACH EMD OF A BNL THE DISTANCE BETNF$t ADJACENT WALL END PANELS(TYPE A).tDU AS REQUIRED �OP BW'5 SHALL NOT'BE eREATdt THAN 20 FEET. TH>=RE%IIAI L BE A MHRH OP TWO BW ON EACH BWL EXCEPT AT AT WNED W41 PETALS G AND D. x WajjS<I6 FEET LONG MAY HAVE OME 48 012 LON6PR BPP, BWt'S ARE TYPICALLY GS-WSP SHEATHED BRACED WALL PANELS � 31/2*WIDE LVL HEADER(SEE FLAW o 8-IGD NAILS AT DTTIZ (TYPE A)OR GYPSUM BOARD 65(TYPE B). PROVIDE TYPE G,D,E,OR F PANEL5 AS NOTED ON PLAN WHERE BHP TYPES A \ / \ \��� \ / / CONTINUOUS TO OUTSIDE OF PANEL N ®I AND B DO NOT QUALIFY DUE TO MINIMUM LENGTH REQUIREMENTS OR ADDITIONAL CONTRIBUTING LENGTH OF BHP 15 REQUIRED. Fes-L BHP TYPES ARE INDICATED ON FLOOR PLANS. / \ \ \\ \ \ \\ \\ ® 318'0 THREADED ROD / \" \ \ \ \ \ `� \ � ) ® G5-V6P CONTINUOUSLY SHEATHED BRACED WALL PANELS(TYPE A)SHALL MLT z z \\ ■ CONTINUOUS IU'4"MIN DEEP HEADER TO CONTINUOU5 IIl'4"MIN DEEP HEADER TO NOTE:INHERE 24'WIDE MINIMUM FULL HE16HT ilk T ��• AWL h1INMJM - OUTSIDE KING STUD(SEE PLAN) / Q OUTSIDE KING STUD(SEE PLAN) < PNB.� / F� KAU RETURN 15 PROVIDED AT ENDS OF 5WATHING NTH ad NAILS a 610/0 t5)AFD I2■O/G(Fff3D)MV PROVIDE 2X (� 8)615, PUDE 600 PC"HOLD" FASTEN�'SHEATHING TO HEADER W/ / = FASTEN a'5HEATHIN6 TO WADER IN / / _ / \ Z LIJ G'rWP BRACED WALL LINE THE 800n BL OGKIMIG AT ALL.UFISU'PORTED AI�3 N / N i HOLDOWN MAY BE ELIMINATED. FM DETAIL 19 OR 20 AT END$OF BRAGEfl WALL-LR£5 THAT DO NOT HAVE 8D NAILS®3'0/G IN EACH DIRECTION 8D NAILS®3'0/G IN EACH DIRECTION � // // W r MT FM A 24'MINMIM FUU..HEIGHT WALL F MSR OR A 4W MNMUM BW. 51MP50N L5TA24 STRAP ON BOTH SIDES AND \ 51MP50N LSTA24 STRAP ON UNSHEATHED / // TRIM TOP OF PANS A5 REQ D IL-•••I, CD EACH OF HEADER TO JACK STUD W/I6-I00 NAILS C) FACE W/Ib-IOD NAILS C) i' % EL } TABLE R602.105 MINIMUM LENGTH REQUIREMENT5 OF G5-W5P z / / z /� ,. \ b-1/4"505 SCREWS O � m CONTINUOUSLY SHEATHED BRACED WALL PANELS FASTEN TOP PLATE TO HEADER W/2 H FASTEN TOP PLATE TO HEADER W/2 H i / / \ PORTAL STRAPS I/2'FROM EDGE ON J ROW5 OF I6d NAILS a 3"0/6 ROWS OF I6d NAILS®3"0/6 /// WALL MIN PANEL /i / BOTH SIDES(4 STRAPS PER PANEL) W Fes•( W WALL AJAGENT CLEAR MINIMUM LENGTH OF i \ � HEIGHT(FT) WIDTH'L" / � / U tii HEIGHT(FT) OPN6 HEIGHT BRACED WALL PANEL \/ ' , ,i , / Q W Q PANEL SHALL HAVE A LENGTH'L"OF NOT PANEL SHALL HAVE A LENGTH'L"OF NOT �51MP5%CNN COUPLER NUT <64' 24" 1 LE55 THAN Ib"FOR 8 FT WALL,18'FOR 9 LE55 THAN Ib'FOR ONE STORY AND 24'FOR '/ 8 28" %i ! U p ° 7) FT WALL,AND 20'FOR A 10 FT WALL SEE FIRST FLOOR OF TWO STORY APPLICATION. 9 32" i/ / / 51MPSON SWSB STRONG-WALL P Z 8 SO"TO 96" 361* X PLAN FOR ACTUAL LENGTH X SEE PLAN FOR ACTUAL LEN6TH 10 34' \ ; PANEL,VERIFY PANEL 15 PLUMB O t 64" 2l' GYPSUM BOARD "GB" BRACED HALL PANELS(TYPE B)SHALL BE Q Q / / �_ II 38" / % i q 3/8"0 ANCHOR BOLT OR -- X 12 42' \ / i NOTE:DETAIL APPLIE5 TO M-� 9 64'TO So" 30" 48'MINM)M M LENGTH OH BOTH 51t7�OF WALL PER TABU E Borth ENDS of HEADER a ADHESIVE ANCHOR 80"TO 96" 41" �R60?J05. 5ECU2EJ1■GYPSUM 130AFV NTH 6d COOLPR AWLS,1 AHRAJ%R� 0 (2)JACK STUDS MIN.OR PER PLAN / O (2)JACK STUDS MIN.OR PER PLAN // % / / Q <64" 30° NAILS O 7�0/G()�6f5�AND 7'10�/G 0=111151D).�BLAGKING IS NOT - \ // 10 64"TO 80' 30" AT UN5l1PPORTED PAWL ED6M NFEN PAMC35 ARE BLOCKING AT PANEL EDGESboll TO q(911 / BLOCKING AT PANEL EDGES '/ N ❑ INSTALL®HORIZONTALLY. PROVIDE JOIST OR TRU55 OR HU " Partial credit for Panels 36"to 48" wide per R602.10.5,2 HEIGHT GLOM%DIRfrTLY ABOVE AMD BROW TTPE B WALLS. / � BLOCKING AT PANEL ED6E5 / L / "L" EQUAL TO- ONE JACK AND KING STUDS / / ONE JACK AND KING STUDS TYPIGAL HOLDOHN DETAIL AT CONTINUOUSLY SHEATHED WOOD / TWO KING STUDS or > I2" FASTEN l/Ib"5HEATHIN6 TO EACH STUD FASTEN LA6"5HEATHIN6 TO EACH STUD \/ FRAMED MED 1=L0/''t� A STUCTU RAL PANEL "CS-WSP" -TYPE A g GYPSUM BOARD "GB" - TYPE B AND SILL W/8D COMMON NAILS®3'0/G AND SILL W/8D COMMON NAILS®3"0/G // FASTEN /Ib"5HEATHIN6 TO 5nm Z m W I RJ� OF NOT TO SCALE PER FIGURE R602.10.5 NOT TO SCALE PER FIGURE R602.10.5 \ AND SILL W/Sd NAILS®4'OX / Z 1< PORTAL DETAIL"A"ONLY APPLIES 51MP50N HDU5 HOLDOI N W/14-1/4'5D5 5IMP50N HOU2 HOLDOWN W/6-1/4" I Z < U TO 2 FT TO I8 FT WIDE OPENINGS. / SCREWS IN DOUBLE END STUD // 505 SCREWS IF NO FLOOR ABOVE. �� ;// Ur p 0 � / HDU4 HOLDOWN W/10-1/4"505 / / TABLE 602.10.3(1)BRACING REQUIREMENTS BASED ON 140MPH TABLE 602.10.3(2)WIND ADJJ5TMENT TO / PANEL TO SIT DIRECTLY ON TOP OF WIND SPEED,EXPOSURE B,30 FT MEAN,ROOF HEIGHT,10 FOOT REQUIRED LENGTH OF HALL BRACING. 2-1/2'0 ANCHOR BOLT OR EXPANSION SCREWS IF FLOOR ABOVE. /" i// CONCRETE FOUNDATION WALL - 51MP504 DTTIZ HADGWN AT(-S--WW WRAGED WALL HEIGHTS,AND 2 BRACED WALL LINES BOL WITH 2"X2734"PI.WASHER 1/2'0 ANCHOR OR EXPANSION BOLT / / \ Q 1 t ADJUSTMENT STORY CONDITION ADJUSTMENT OVER WALL END PANELS(f YPE A) HPU A5 REQUIRED BASED ON SUPPORTING FACTOR x4 BAR CONT IN TOP OF CONCRETE 2 1/2'0 ANCHOR OR EXPANSION BOLT / , / () ®I AT WRAGt"D WNL PETALS G AND D. DONT k4 BAR CONT IN TOP OF CONCRETE CONCRETE ><3 TIE ()BIL 5TORY BWL SPACING METHOD 6B FOUNDATION FOUNDATION P yam, 0 5HEATHIN6 EXPOSURE CATEGORY ONE STORY G 1.2 FOUNDATION F' cy 0 8-100 NAIL5 AT DTTIZ EXPOSURE CATEGORY ONE STORY D 15 #4 BAR CONT IN TOP AND BOTTOM Q ® TOP 10' 25' 5.5' PAB5-18 ANCHOR BOLT OR%a THREADED OF CONCRETE FOUNDATION 51MP50N 5BT/8X24 OR PABI-18 AN�GHOR f .. EXPOSURE CATEGORY THO STORY G 13 D ROD W/WASHER PLATE,SEE DETAIL 15/01 BOLT OR 1&"THREADED)ROD, W EXPOSURE CATEGORY TWO STORY D Ib EXTEND WALL SHEATHING OVER RIM JOI5T PAB5-I8 ANCHOR BOLT OR% THREADED f TOP 20' 5.0' 10.0' -- SEE DETAIIL 15/01 rr, �_ Z OVER ROD W/WASHER PLATE,SEE DETAIL 15NI (17 l ® ROOF EAVE TO RIDGE ROOF ONLY 15 FT 1.3 PANEL EDGE TOP 30 7.0 14'5 ROOF EAVE TO RIDGE ROOF ONLY 20 FT L6 FRAMED WALL PORTAL DETAIL"B"ONLY APPLIES TO 6 FT TO IS FT HIDE OPENIN65. FLOOR PANEL HAS GONTRIBUTING LENGTH OF 48"TOWARDS R602.10.3(I)MINIMUM LENGTH WALL TO BE 05EP ON FIRST FLOOR APPLICATION ONLY.PANEL HA5 9MP50N STRONG-WALL REQUIRE5 ENGINEERED DE516N TO 23 TOP 40' 9.0' IS.5' ROOF EAVE TO RI06E ROOF+I FLOOR 15 FT 1.15 REOUIREMENT5 FOR BRACED WALL PANELS AT BRACED WALL LINES. WALL TO BE CONTRIBUTIN6 LEN6TH OF 48'TOWARD5 R602.10.3(I)MINIMUM LENGTH ❑ ROOF EAVE TO RIDGE ROOF+I FLOOR 20 FT 1.3 \ WED ON FIRST F�jXR AfI'I.IGATIOH MLY A DETERMINE PANEL SIZE AND ANCHOR BOLTS FOR Q' REQUIREMENTS FOR BRACED WALL PANELS AT BRACED WALL LINES. ACTUAL HORIZONTAL DESIIGN WIND LOAD AND CONDITION �' /� � TOP 50' 11.01 23.0' ROOF SAVE TO RIDGE ROOF+2 FLOOR 15 FT 1.1 V� / ROOF EAVE TO R106E ROOF+2 FLOOR 20 FT NP TOP 60' Off 21.5' WALL HEIGHT ANY STORY 8 FT 0.9 CONTINUOUSLY SHEATHED PORTAL PORTAL FRAME WITH HOLD-DOWNS ALTERNATE BRACED WALL PANEL IIABWII SIMPSON STRONG WALL J NUMBER ADHESIVE ANCHOR BOLT OR WALL HEIGHT ANY STORY 9 FT 0.95 DETAIL - TYPE F 016023 ADHESIVE ANCHOR BOTTOM of 2 lo' S.o' 105' WALL HEIGHT ANY STORY 11 FT 1.05 C FRAME "CS-PF" DETAIL - TYPE C D "PFH" DETAIL - TYPED E DETAIL - TYPE E po. oQ: d:w. BOTTOM OF 2 20' 9.0' RO, WALL HEIGHT ANY STORY 12 FT 1.1 NOT TO SCALE PER FIGURE R602.10.6.3 NOT T©SCALE PER FIGURE R602.10.6.2 NOT TO SCALE PER FIGURE R602.10.6.1 NOT TO SCALE PER ENGINEERED METHOD W <a: Qe'a. - boga NUMBER OF 154 PER PLAN DIRECTION AT STORY 3 1.3 BOTTOM OF 2 30' 13.0' 21.5' NUMBER OF BWL PER PLAN DIRECTION AT STORY 4 1.45 Q SHEET NUMBER NUMBER OF BWL PER PLAN DIRECTION AT STORY 5 OR MORE 1.6 BOTTOMOF2 40' 11.0 36.0 BRACED WALL PANEL DETAILS GYP BD FINISH OMITED FROM INSIDE FACE OF BHP 1.4 ^ HoLDoI�N DETAIL AT SLAB BOTTOM OF 2 50' 21.0' 44.0' APPLIES TO METHOD GS-WSP ONLY L UNIT 24 (B- 2 ALT- 2 ) UNIT 23 (MODEL B- 2 ) '2O ALTS. BOTTOM OF 2 60' 25.0' 525' GYP BD FASTENING ANY STORY 4"O/G 0.� D_1 NOT TO SCALE APPLIES TO METHOD GB ONLY W COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED HATCHED AREA F_ EXTERIOR WALL: A A I INDICATES LOCATION 10'-0"HIP WIDTH F_ HARDI-PLANK CLAP OF FIRE RATED ROOF 8 W BOARD SIDING WALL SHEATHING,4'-0" B2-5 62-5 U TYVEK OR EQUAL 3 FROM CENTER OF 4'-0" 4'-0" _ m 1/2"SHEATHING B2-I FIREWALL-EACH 51DE (NO VENTING) MO VEN ING) RIDGES 0 ALIGN UO �J CONT.2"x4'BLOCKING 2'x4'5TUD WALL 16"O.G. CONT.ALUM.FLASHING l^U RIDGE VENT GE VENT ) _ - 2"x4°OUTRIGGERS® I6"O.G. 2 _ r __ _ _ v/ U DRIP(DOLOR TO MATCH �._ -0 _ _ � Y 1 _ RI - - _. _ Z N -FRAMED SOFFIT - HATER 5 IELD _ - _- 2 WOOD TRIM) T -_ -_ - - `- / ('y1P.k"�F H i o °' .,->--� -. max..,, - -_ -- > ��asr' AlT°� 0" ALL ■ ��--=-= _ =, 1 � 19 611 AZEK TRIM BOARD p o - TA 8/ SPHALT ROOFING T _ 514'W)"TRIM ----- - .. ' Cl _- --_� > � - �.:-_:_ ., -..�>_ ..- N -��_`-�.�__�- rm'_.�,-moo'-�J. �.,r-'- �^"°'�i.�'"""��"""'�-� _�1.��'a.�F,�.� -+4-'�, ---• y--F" r+�-,1��+_-i-r.k- - -s••,+,� - �-y-,- --�...- .- -.-�� '_..-^ _ice, t�/�yam,Z L- - 1 . - j � _ - _ GUTTERS 8 LEADERS "n GUTTERS 8 LEADERS q (- 2 ,'' -_; .I �kZE�,RAKE BD W/o - _ - �, :L� SHALL BE BAKED 0 L_ ALL GUTTERS 8 LEADERS SHALL BE BAKED I"x 8" AZEK RAKE BD W/ - B2-1 _-- HARDIPLANK I i j'x"3��Z K TRIM(TYP) w 1LALL GUTTERS 8 LEADERS HA Q co = - .�,=L_.� _ -ROOF BREAK :- X_ f / y <- = . _: . 1�_ �..l� N AUGE,GU � WHITE ALUMINUM .032"MIN.GAUGE:,GUTTERS I"x 3"AZEK TRIM(TYP-) HORIZONTAL - - � '-� /= ��° � �{p HORIZONT ��" "� � - >`>y" E 5"� �' m WHITE AL 032" MING TTERS U w " SHALL BE 5"SEAMLESS,O.G.STYILE W/ALL �fi�•GAEL WIDT CLAPBOARD SIDING R IpJ ANK AL SHALL B D ACCESSORIES. O.G.STYLE W/ALL � c - fes"";�- , � - �= . ' �GLl�Pi IbLtLG = -- _ --- -------.----- ---------- ^`` '` RELATED 8 REQUIRED AGGE550RIE5. LEADERS ❑ U]"A2"AZEK TRIM RELATED 8 REQUIRED AGGE550RIE5. LEADERS - - II 1 .d,T_d.�� �.r1-- .L a�i�;= :�r.1=.,�.,.a,�+,*.wx- N II 11 DENTIL BLOCK#DTL65x4x1 SHALL BE MIN.2"0',.021' GAUGE W/CLIPS 8 - '>- - - x ` / r' -- -- - - WINDO - --_-- -- '^-` ' ANCHORS.L �-F- > x � �Py�D.�-y- �- �, - _ �. 1� . .. 12 L ALL JOINTS. PITCH ="' , „�-�.� _ � �� ...._ �. .... , SHALL BE MI 2x3', 02 6 v BY "FYPON"OR EQUAL ANCHORS. CAULK 8 SEAL ALL JOINTS. PITCH I -- ---------- - T.PRO P.V.G. T T L ' '�= 5 CAULK 8 SEA A -'�� �ANd,N6 AM � ' % ` � � ���-_�. .- �,,,� q R GUTTERS MIN I/8"/FL VIDE _ DENTIL BLOCK#D X1 -� -�-'`_"' - � � --y� - _ I11x 8"AZEK RAKE BD " T ,��2420 FXF ` - _ _ ,..:. _. R5 S" ABO a GUTTERS MIN. I/8"/FT.PROVIDE P.V.G. L- ,;�,� ,, ,� t��TAL ROC ---- --- -- -- -------- -• _ _ REGEPTO BY"FYPON"OR EQUAL `--� -- � 'II II -- _ � _�. ' , VE GRADE TO RECEIVE 5/4"x6' AZEK TRIM RECEPTORS 8"ABOVE GRADE TO RECEIVE - - = 'x 3 AZEK TRIM(TYP.) �' = ; I�1D6l �N bORMER FRONT- _ ______ -_ -x - -- 12-_ _,�_,y_ _,;a, _ �- 12 ;s' > LEADERS(CLOSED GAP DESIGN). 6 HIGH BLIND _- ;DORM,�-�.RON"> - �f LEADERS(CLOSED GAP DESIGN). - _` +-� - -- -- --- - - _ 244 _ II ==L -� �.. III-!- - �o -' "`.�_'1 fel 1 TYP.EXTERIOR WALL FLASHING -�- v _ B`Fr --- - - - 4 i 1 - I lE 5 DH HARD-PLANK SHINGLE . ,- --,--- - '. i _ TYVEK OR EQUAL L` _ -'12 --------- _- - _- ;. .- - - - - _ _ � AZEK�RIH � F�t�ER' i51GAL' -•- _ - _ J 1/2"SHEATHING - .iII _ --- ----- 2x4 STUD WALL I6"O.G. _,__ _ - - - --- -- - -- ------ - o� .a.� -A� �. .,�- �. 611 HIGH BLIND. � -.-.•- �=:-. I�.,-.- � 'o� 12"OH u, _ - .�, 6 H - �' -- - -- - -- FI_A5H1NCz_ ` w O Lu � -l-I-1_3_-�- _ --}�--i- -•rte-rte' - �..*..cf .�.r�d.� _— — — — _-_ __— — ——_ .-- .�_:.,.�_.�� �._ H _ _ AIL i �� - � �__ -_ - _ _ � - - D E T I �1 � -� rl,>,;...,s-,� fit+ -w,.-.��'� -, r�.l DINING AREA - w "` R SHING ALONG ENTIRE LENGTH OF "� E[7if2 �` - _ _ DINING ROOM - - - - I°' - �� - - - '--• N S 6VON OF ROOF 8 VERTICAL DORMER Q1 PLATE HT. (- PLATE HT. I __ fn I 11 _1-_ -�_�.�} — '(-LCA H�- -i— - �'�;?'9^': ^fir �� � � II - :sl' k - - I'- B2-I I-O , T , _ - - I 1 � � �- - - 1-__. '_Q1 OH�t�r-r �- ---_-• -�_ -z -_--��_�--�- _-_,_,.-_�.,.•._.�--�.k.�. - .�+/,�-'- �.,. . ILLS. FLASHINGTO BE MIN 8 HIGH1=�-- _--�'- - �---�- �� " , OH. n ,- _ �_y,- -1---k r {} . -s -_I'-011 ;tt_ ,- R51�[ OF - GARAGE - - 1 611 OH. ZO -" F _ �,�„_ r �m� , ,��� � ' DORMER)� .„` �- ,. 1 1' ��_-1. 1. � __ ',--�,.,I, -t- CLOSET V I: I rm HIN6+-�,. x .iASI 8l3' f - 0 OH H Wr-j PLATE TLj om• __ / ,i/ /, i/ ,i/ I1 a 1_I 14 1. _; I - PLATE HT LINE OF ROOF 11 I'; _ LL 12 I � I I'-0",1 i u I� - TRU55 BEYOND i i _ _-� I-l '1 - :I-.j.--=,ar ! -• I- I :�,1 -��_I,.; I-1 OH. i I LIZ -7F I !IL-1 - _ )- -T, i = O m 11 jj H Q�j - - - - -1 = i.�-� l_ Tn /,I i _ / , i, ®� n . - _._ j=1 )I i _ 7- �_ � - - 10" AZEK�j V J 3 2x8 P.T. GIRDER #_ ❑ O Q - / + / �_l N p - -- - Ti -1 i FRIEZE BD- BEYOND 1 - _.I I � � /� -- Ixl2 AZEK JILlk, - , a - �:I JRRIM',Aly -11 I 1 I-.I L i TRIM 1x8 FASCIA BOARD __, I, - - - o' I L i s- _I I J 1 I,=i-1--i I f l.�_I.11. !1 I, a ,I.I, 11�I!I_I LUMN® COVERED COLUMNr� GOVERE ,1 .I_.L-.1_I_1I_ - I 1- . -1_(, ! PORCH BEYOND T_ I - E- T -1- �.L� ,.1 __ I_I_ , i i _- PORCH BEYOND ' ` �: / � - -- - I I, / �� . _ � �:_, �.!_��I-Li_-1 i .1 )._ F N. 15 LI- 7 . _ I -L � � -G�;1 �T-� '_-I -_ - �;_� � .�� / T � ` _ ..i T I ?� � � I T I .I �Th�_ -� i I FIN. 1ST FLOOR 51MP50N LU525-3 FACE - - F_._ - - - - - - - - ! T I L, -. - 11 $ F1E rL� FLOOR-0 R 1 L_J_LL _ i f�L 1 1 1 I ii MOUNT HANGER ELEV.+0-0 N (3) 2x12 P.T. GIRDER BEYOND - - - - - - - - - - - - - - - - - - - - - - Ilk W - - -r-r- -I I I I I I I I SOFFIT 1x4 AZEK I I I I I I I TRIM ALL i i M Ix AZEK TRIM BOARD OVER I I I I SIDES I I I I I I m (� I I I I I ❑ W - - - - - -- GIRDERS (TYP.) I O � u�ui1iii'� IOH. I I I ( u w iuy 51MP50N BG52-3/b P05T o I I I I I I I I I o GAP ANCHOR I I I I I II I I I I I i 10” SQUARE HBdG PERMA CAST I I COLUMN #46382 W/SQUARE FLAT GAP � BASE (OR EQUAL) - I CL 2 HR 5EPERATION I ( I I I I o CORNER COLUMN TO BE I I I I WALL PER UL #336 = PROVIDED W/SPLIT KIT I I I I I I ( I I I _ I BASEMENT F- BASEMENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -�- - I- - - - - - - - - - - - - - - - - -1 - - - - - - - - - I - -�— I— bx6 P.T. P05T WITH 5IMP50N ABU66POSTBASE (TYP - ALL �- - -I- - - L - - 1 - - - - - - - - - - - - - - - - - -I - - - - - - - - --- - - - - - - - - - - - - -�-I- - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - �- - - � - - -L - -I I f- Z 1 COLUMNS) w UNIT 24 UNIT 2 3 TYP. REAR COV. PORCH DETAIL I _ _ A A B-2 (MAGNOLIA). OI�T � �' T101� o B 2 ALT 2 (MAGNOLIA) 3/4"=1'-0" B2-I A A B2-5 62-5 TYPVGAL ROOFING: 4'-0" 4'-O" PROVIDE STEPPED FLA5HIN6 ALONG (NO VENTING) (NO VENTING) TYPICAL ROOFING: ARCHITECTURAL 5HINGLE5 15# ARCHITECTURAL 5HINOLE5 15# ENTIRE LENGTH OF INTERSECTION I FELT ONDERLAYMENT RIDGE VENT RIDGE VENT FELT UNDERLAYMENT ROOF 8 VERTICAL DORMER EXTERIOR WALLS.FLASHING TO BE MIN 8"HIGH w � rr,• � � � � N o0 5/8" PLYWCOD 5HEATHIN6 1 -1 - = _ - - ` - r 5/8 PLYWOOD SHEATHING (BOTH SIDES OF DORMER) ~ N IN N r� ti `.-° N Lq . R .,F i--�^'4 r N N M M CD r - '- RIDGE VENT HARDIPLANK - 117 M., � � 4 -- = r--�• ., ° 1 _ . 1- - . --- HARDIPLANK • 1 HORIZONTAL CLAP _ T-' - ; o � _ - _ HORIZONTAL CLAP 11_al1 SIDING - --- ` -- _ — r-� ��� - _ 151DING 411 611 AZEK TRIM BOARD I g z b"AZEK TRIM BOARD "'_moi�_ B'-8" DORMER PL HT g ! 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LINE OF ROOF--L 2"x 4" SOFFIT BMS I � (5 J T 9 - T _ ,,.a.._ _� �1_U�H.�QEfz ___ 4�_� �.,...--.__��I._7�. , . ���. ,�.,. ._. -.�._. ��-_�...-,.. 1_,,, . �. - ._"'-•�' il�•- II OH 2" BEYOND GARAGE 1� i T . `"_ -. _ _ - ��,----d.®.�.-- -,Ove- rh.-w.-. .� •-••,.�• -��a .-�-- -�o,�re-- �+,.\ - �� 16" r T ALIGN FA5GIA5- Gj - J BEORM#2 10 ' - DIN AREA r L 1 GREAT ROOM l ' 1 Z � I 0" - --- - - ----- --- - �_�-_-�---_-__-- PLATE HT. � -.. � PLATE HT. I SOH Illlu - - VIII i1 4--------- -- _-- -_" _, " _ ._-._. ., . ,-� I•I' �• '' - - - -- TRANSOM WINDOw- 10"AZEK XT7T 1-1 T FRIEZE BD, - I _ � �=_�__ BEDROOM #2 - _ - - �- _ I U) OH. _ - - _ I I 10 SQUARE HBff6 PERMA ~ 1' ly- > E CAST COLUMN #46382 W/ _ EXTERIOR WALL _ - HARDIPLANK SHINGLE 51DIN6 - _ - - - ( I ! o -TYVEK OR EQUAL - - I °j i; SQUARE FLAT GAP d _ � CLOSED CELL SPRAY FOAM LL _ = i i p DOUBLE-HUNG WINDOW Q INSULATION TO COMPLETELY F- -1/I6 055 SHEATHING I p ; - L��_ �" I I BASE (OR EQUAL) - i FILL SEAT CAVITY Z L J -2xb WOOD STUDS® Ib"O.G. I j _- i i i � CORNER COLUMN TO BE " II - �; x _l - - - - - I (2)2"x8 ® END W/A55 -- -b R-21 BATTS 0_ T� � - I SIMPSON CONNECTOR - - l I _ , I PROVIDED W/SPLIT KIT 51MP50N H2-5A CONNECTORS w _ - 1 I - i IIIx 12" AZEK TRIM \ \� - - :I� 11 -� �1 . - - I i _� X rl FIN. 15T FLOOR S - 1 I 1 _ �� ! �J ] ij;..11�"l=1 1 1 i 1 f I 1 - - ] - - - - - i _ FIN. 15T FLOOR BD d' '`,\�� -' - "GYP BD - - ELEV.+0'-0" 1 3/4" TtC OSB SUBFLOOR - I 10" SQUARE IiBd G PERMA I I bx6 P.T.P05T WITH I I I I I o GLUED 8 SCREWED - RUN I I CAST GOLU4N #46382 W/ I I 51MP50N BG52-3/6 I I I I T 1/16" 05B SHEATHING CONTINUOUS BETWEEN PLATES O I I SQUARE FLf'fT GAP g I I POST GAP ANCHOR d I I I I AT EXTERIOR WALL I.•. WALL ® 6ARi�6E BASE (ORE UAL) - 51MP50N ABU66 WALL® GARAGE \ 2X12 FLOOR w BEYOND I I I ( P05T BASE(TYP- ( I I I BEYOND I T - - - ,.z - - - - JOISTS® I6"OG. w CORNER GO UMN TO BE U) r a I I PROVIDED SPLIT KIT I I ALL COLUMNS) I I I I I FDI o FIRST FLOOR LINE I I I I I I I I I I - - - -�—' ❑ I i I � I � w 0 I I I I I I I I I I � W UNFINI5HER BASEMENT - - I _ - - - -I - BASEMENT I i r1 - - - - - - - - - - - - - - - - - - - - - -11- - - - - - - - - - - - - - _ _ - - - =fi-r - - - - - - - - - - - - � I I I BASEMENT L- - - - - - - - - - - - - - - - 1 - - - - - - - L- - - - - - - - - - - L-- - - - - - - - - - - - - - - - - - - - - - -1- - - - - - - - -1 - - - - - - - - - - - - - - -L - - - - - - - - - - - - -� cn I I B R16HT END ELEVATION ---- _ _ _ "� �--- - -- � U B2-5 r _ i u 2 - - - - - - - - - Z 1�4 - I-0 P�I (R-13)CLOSED CELL SPRAY FOAM INSUL w ALONG INSIDE FACE OF FND. WALLS-FULL HT UNIT 2 3 OR DRAPED BLANKET INSULATION 0 B - 2 MODEL MAGNOLIA �- �- BEDROOM #2 BAY DETAIL I LINE OF ROOF _ �y,"- B = I 0" B2-I.I BEYOND® MASTER T -� �s R . 12 BEDROOM i -- �- - - - 5.79 RIDGE VENT -- - -- _ _` - - —1- W e r r � � r � � -w Q N N N M I� � i[Y - ,d := •.._� .L_ �I � ,k-�� L=....Iv T-a. � .. 6� 0 N IN5IALL IGE d WATER SHIELDT _ .L,_ i _ _ __ �1_ _�,® _. - T ASPHALT RooF SHINGLES '_�, �� .� �„-�. �^ \ AZEK SHEETING ON SIDES _ ice_ ,-- 4_, - _���sa - �12 \ OF DORMER TYPICALLINE OF DORMER PER MANUFACTURERS _ _- 1 - �7 '- 5PECIFIGATION5 TO MAINTAIN _ � i L _ -_ I_ - ; �_� �`� R GARAGE PRODUCT WARRANTY T - - R NT RIDGE VENT � �'�� _� a 1 _� "- ----L ROOF BEYOND-- NOTE b- ...,-- - T - --�� - _`=�`=r L-- 12 ' i. I T _ l ,- � �-__-_.. _ -1._ _ _�_ ��-���T_1 ��` - ` -� PLYWOOD SHEATHING -- , �.- _-.�®L-_gib..--- - -1_ -- -- / 1-== -1 '=- T-- --.._ i_-s. . .s- -i- .-.T_-'--_ - > ------- r-- ---�._T ---- -• -.- __ - -�-1��,-T•�'-' - ---�= T . I _ _ _ _ .T �.- - - APPLY ICE 4 WATER SHIELD IN __ =�, - , T J- y...® i a= F- .. .m__r _ �.__-r _.. - -�•..-. --•---Imo--r--- - =' T=T'-v." i-r -•s._.a�.r..- F^�r- '` -rte- r" ^` ',ai"'�- `",t, �_., Z FAIR WEATHER WHEN THE AIR T.�= � _.�._ mL._��_� ,�..� �. .-��s �m a K_ �, p��.a rte!_. ._� _G� ts�.��� 1l.w_+.-�1=�,..�,��J�= .� ,.®�.t�.i-._,tm OH 15#ROOFING FELT PAPER g Z ROOF DECK AND MEMBRANE - _ � I ,�.� T �'MIN 3.5"'" 1._. 1 L ARE AT TEMPERATURES OF - __ ._ T-�.-,- _._ r ��T =._-- �. �.� - �- - T _-'_._ ._�' _.� - - _� �. �_, EXPOSED LOW GDR �- --- �_ � � �._.�_�� _ _ - � i6 z cn cn a s �mm=moi I •� .�� L T - -� -.- "" -a- - --- r� - - \ `_� ALL ICE C WATER SHIELD PER cn I , �-� INST _ _�. - _- _�_a L_ L - Z Z Z o Z Z ��� L-� _ OF GARAGE Of - 40 F GOR HIGHER ��� -- - s .__ v� —�. -._ L - - -- -•--- � '- --^-- 1_ Tom- - _f-�' �k _�- -' �:, - ROOF FRAMING Z cv (5 ) / ,� ____ -�., ,F!— INE �� \-- � MANUFACTURER'S SPECS.TO '�,`}� I I �_ , _,�. L_ � .. �4 _ _�- J O O O E- O O I- w -L=`_-" ' I� 6 - - -T _-_ -•r i-L--- P' r -ma =r ' -- -- }�=i-- --�-• '---`- -•- - _ __'- _•- - ^n_r�=,�`-.-'_=�=fet _ _ _ .._... _,._.�. ,--��`-, y 1 1 FLUSH ROOFS - a g J c~n - -1 1X8 FASCIA BD. _g "-- i- - 1 - L - ROOF BEYOND 1-- 1 MAINTAIN PRODUCT WARRANTY. �, cn cA cn > to S2 a a __ ...- s�j-s� \�a_moi._ - - - - -- a CARRY DOWN FRONT OF FASCIA- y W w W > > > =T m.•• T ,�? +-1 r-sl T..l•• -r=-T— .s... . -.•. - ,,,I. -. -_ .d.. .: : .,..-� . _ra,L._- .pT= ........ a, _ ter-^_ rte-I- -r -r —�-'°"¢•" \.7 W W J MIN 4 TYPIC 7 w a x W w w m oo U FRIEZE 8 AZEK AL i I .d-- __ - ., _ ..d -=a..,1, _, ,+rT _ i ___,J. _ __-L -=-6-r :1-I- -� \ •-r-A i -L ,L..m_s.-e.--1..L.._T _T-r.--r 3 LUMINUM DRIP EDGE ,_ I I I ,i-� - _- TSL-Ai"- = --_gig-•`'_ _- --� '+_._�_. �_ -_"--t -D- -_-,_-® --- _ -=--'�_-. ,r.. ,,--'= - - --- i-..®ate--•+,•mss=�..`—. ..�__ _s-_ -• _r ---�® . co _ — - -- EDIRM#2 GAP - 1 - __ � -"_ _ _ _ BATH 2 w__�_ GREAT ROOM_ _ _ -- r-� -j c PLATE HT._ 31'-0"° t -may= \ - - - BPLATE HT ' Q PLATE HT. IIIIiII - i = _ _"� OH \ 61JTTER /\ N nlllll 2015 I RG- 6242-1.8 (503.8) _ _ - - o VENTING SYSTEM TERMINATION LOCATION: I oH. I �_ 1t� _�X - _ - � -� II-oll� -. H THE VENT TERMINAL of A DIRECT VENT APPLIANCE WITH 'Ti - - - � I- -- Ir - i fF o - - �- AN INPUT OF IOp00 BTU PER HOUR(3Kw)OR LE55 SHALL itX i .�-I. I•� BE LOCATED AT LEAST 6 FROM A1dY AIR OPENING INTO A 1- - 1-.1= _� � -� L _, - i ,I 1 _"•.�. -11 1_��_�=�-._ iI.1=�_ 1 __l 1 :. - ._. �:-!- `r I '� W ! > _� �_.. L I1_ � �. � -1 1 L.--,1,I=�1_� C� BUILDING,AND SUCH AN APPLIANCE WITH AN INPUT OVER HOUR SHALL BE INSTALLED WITH A'q INCH VENT o _ I _ s I I f } I II - 10,000 BTU PER HOUR BUT NOT OVER 50,000 BTU PER I I 10 SQUARE HBA G PERMA I-! I _ I f �- I I I � / I � �` `I �f� _ T" � = B2 I I CAST COLUMN #46382 hU _ __1 !j_�' 1 - cL - : _ _ ( i i - ._. .__ _. EXTERIOR WALL k I � n - - r �"_�_ 11:; �_1. -HARDIPLANK SHINGLE SIDING7 \ J TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN o SQUARE FLAT GAP R I I ' ' - -� l_ - w !: _ I'_ 1. - -TYVEK OR EQUAL \ W O mw INPUT OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST - o _ -� 1 - Y BASE (OR EQUAL) �_ �- . -� _ _I I o L° -l/I6" 05B SHEATHING �\ .:� . ..� ��� ������ , ����. ����\ iL � M--i o W A 12 INCH VENT TERMINATION CLEARANCE.THE BOTTOM OF 1 - - -, - i i _ _ _� .. ._ -r__.-- —�-._._ _ _ __!-- _-�..L-!r�- N� w l r - 1 1 _2x6 WOOD STUDS® I6"O.G. APPLY ICE E WATER 5HIELD IN ❑ U o THE VENT TERMINAL AND THE AIR INTAKE SHALL BE CORNER COLUMN TO BE _ _1 � 1"�__ _ ,1 �_ I I -t� 1 I 1 I _ -= I , LOCATED AT LEAST 12"ABOVE GR4DE. I PROVIDED W/SPLIT KIT �1:_ 1�.T, - .�0 Ai 1.(_.) i I-,� � -:1 ��_�_- b R-21 BATTS FAIR WEATHER Z I 1 1T T� WAN THE AIR,ROOF DECK AND I !_ L I -1�i Ir MEh$fiRANE ARE AT a e C� Q °'='r �- ! 1 ! ,1 1 -; HITEMPERATUREs of 40*F(5 c)OR w �I ' I�-I-1 I� STI 1���_ �_ �_ I I I I ��_i_1 ]�i= ,.�_ _ � a�� �-i: , -- - - - - � ❑ w _ _._ _ FIN. 15_T FLOOR _ i - - - - l 1� � I1_�, 1 , -1-.<� 1 ,1-.�� (. .. L( 1 i I ! - - FIN. 1ST FL00 2015 IRG- R312.2.1 ELEV.+0'-0" ELEV.+0'-0° FA56IA BOARD "AZEK 5OFFIT w IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ BOARD W/2"CONT. OPERABLE WINDOW OPENING 15 LOCATED LE55 THAN 24" 4�1 VENTING OR VENTED = ABOVE THE FINISHED FLOOR AND GREATER THAN 72" I J I I I I bxb P.T.P05T WITH I I 10" SQUARE �IBd6 PERMA I I VINYL SOFFIT ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW I ( I I I 51MP50N BG52-3/6 I I CAST GOLUM> #46382 W/ ON THE EXTERIOR OF THE BUILDING-,THE OPERABLE P05T GAP ANCHOR d 5QUARE FLA GAP s m I I I I I I T I I 2 z 51MP50N ABU66 WALL GARAGE DETAIL Z J HINDow SHALL COMPLY WITH ONE of THE FOLLOWING: WALL e GARAGE BASE (ORE UAL) - � � * OPENINGS THAT HILL NOT ALLOW A 4 INCH DIAMETER T I BEYOND I ( I I P05T BASE (TYP - I I I I CORNER COLUMN TO BE BEYOND Z � � 5PHERE TO PASS THROUGH THE OPIENING IN ITS LARGEST p Fpl I I I I I ALL COLUMNS) I I PROVIDED SPLIT KIT I I o c� o o U) OPENED POSITION. I I I I I I I I I ( „ , „ 1 co -� "R t 2 FALL PREVENTION DEVICES THAT COMPLY WITH A5TM F I I I I I I I I I I SCALE: 1 1/2 1 -�CqO 2 - 110 1 ❑ k��'\S O (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION I I I I I I I I I I U_ L _C,Xx S� TO RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT REOUGE THE NET CLEAR I I I I I I I I I I m C� OPENING AREA OF THE WINDOW UNIT TO LE55 THAN 5.7 BASEMENT - BASEMENT ` ;y / Z - - - - _ 1 - - - - - - - - - - - - - - - - - - - - - - SQUAREFEET. � - - - - - - - - - - - -Tt- - - - � - - - - - - � - - - - - - - I � --- - - - - - - - - � - - - - - - - T - - - - - - T - - - - - - - - � � L- - - - - - - - - - - - --L - - - - - - L- - - - - - - - L- - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -1 - - - - - - - L - - - - - - -L - - - - - - - - - -� , 023 `jam LEFT END ELEVATION � � ,EW �� 1/4" = I'-0r B2-5 OB NUMBER B 2016023 UNIT 24 W • UNITS 2 3 (MODEL B- 2 DUET CLUSTER = SHEET NUMBER ) WB 2 ALT 2 MAGNOLIAZ B2 - 1ml & 2 4 (B- 2 ALT- 2 ) ELEVATIONS W 4 ❑ COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED Cn (- LINE OF REAR 2 HR 5EPERATION W W CHEEK WALL® I ALL PER UL f336 ? 0 UNIT K 13 -0" 14-2 I I-2 14-b I I'-2 13-0 0 t5 Q = Q A I A - — -- -- - } 0 C) a) o rn m C'V i 1- •r -5 �cv> � !E N Z _ g" 12'-10" ;' 8„ 10'-0" 4'-II" 4'-4" M.O. 4'-II" 5'-3" 4'-4" M.O. 4'-11" 10'-0" 8„ 12'-10" b" o C-) in f° M v 4 q o > UNEXGAV. A o U = � q 4" P.G.SLAB WITH bxb, E:1U () FDI �' o UNEXGAV. 0 o FDI _ _ 2 - 10/10 H.H.M.N. 3500 IPSIRGONG. N 4"P.G.SLAB WITH bxb, I FD1 I r� 2 a„ s:. b„ :.F a 10/10 W.W.M.OR FIBERME51-1. 2 ------- MIN.3500 P51 GONG. 2 I HD Io . EGRESS ----- I o I WINDOW �r o HD I ( , 4 V' O X ""° I 2x12 FLOOR JOISTS Z g WINDOW . °"$ EGRESS HD v v O @ Ib"O.G. _ • I x LAB SEAT { U O 2x12 FLOOR JOISTS '�' - ,- HD t `r 2"x 10" Q @ Ib' O.G. - - 2 54 WIDE JOIST — 1� = J - -- -� i�__ =__ J__ HD 11x ;x� J SLAB SEAT ;n \ o ---.- o / FDI 4 EAT T O SEAT J - -- -- -- -- - ELEV= (-)1'-ly - - 0 0 0 HD !� -- -- -1 -- 1 ---< 4"WIDE JOIST 2 ; I O FDI L12"P.G.FOUNDATION WALL SEAT. T.O.SEAT 4 I FD U 4 WITH DAMPROOFING ONIt 4 Q ELEV= (-)I-12 FDI �I --- --- — i - 9'-4" FDI I3'-2" 24"x 12"P.G. FOOTING 10" II 2'-0" ° LL Ln 12" P.G.FOUNDATION WALL = , M in WITH DAMPROOFING ON q - / 10" P.G. FOUNDATION Q O ` , J DIRECT VENT HEATING EQUIP. Z /T ON O"x 10" P.G.FOOTING I F _1 3�" IMX STEEI;; GOI�UMN APPLIANCE GLEARANGE HD ❑ �J Qji 21-01' 10" 24"x 12" P.G.FOOTING 13'-2" FDI q'-4" r- I 14'-b" r WALL WITH DAMPRODFING - T.O.W. ELEV. - 0 0 I ON 30"x 30"x I`2' DP PG APPLIANGE5 SHALL BE INSTALL -' • 0 10 P.G.FOUNDATION L F�G(U. .N.) WITH THE CLEARANCES FR�M DE DIREGT VENT HEATING EQUIP. `� __ ____ WALL WITH DAMPROOFING ; L �_ UNPROTECTED GDMBU5TIBLE II HD APPLIANCE GLEARANGE 3 IA�y,TEELZO UMN I _, it _ „ r 1 J J015T SEAT. ONO x 130 x 12P PG ON 20"x 10"P.G. FOOTING L-- - MATERIALS A5 INDICATED ON T E TOW. ELEV= -I " • : -A PLIANGE5 SHALL BE INSTALLED T.O.W.ELEV. = 0-0 b L J APPLIANGE LABEL AND IN T E II „ HATH THE GLEARANGE5 FROM F- FTC- N.0 M� I �I MANUFAGTURER5 INSTALLATI N u, 4 WIDE UNPROTECTED COMBUSTIBLE l J I _ IN5TRUGTI01T5. JOIST SEAT. M TERIAL5 A5 INDIGATED ON TE TOW.ELEV= (-)I'-I " APPLIANGE LABEL AND IN THE L J I r Q - O 11 � � � � p o p PROVIDE FRESH AIR INTA E NATUXTT R5 INSTALLATION �ONS. � r� r TO MEGH EQUIP PER GO E-- . • ''` f _ �;II -2) r 2x12 FLOOR JOISTS ! - HD i j W y 2x12 FLOOR J01 T5 P�ZOVIDE FRESH AIR INTAKE p o -- -- - / @ Ib O.G. \ �� @ Ib" O.G. 2,-0„ Q • .�MEGH EQUIP PER CODE D r HD 2x 2 FLOOR JOISTS - 2x12 FLOOR JOISTS -- — - I � m 2'-0” @ Ib O.G. @ I b"O.G. r r - --- '� O I _ -IJ -� r BASEMENT SLAB J ❑ 8 * "P.G.SLA (MIN.-.2500 P51 GONG) 1 - - --- O \ FDI - -- f J'" •006 MIL.POL OELENE VAPOR FDt ( I -- --- - m - �, / �. ------ BARRIER-- -I- --- --- --- --- L J BASEMENT 5LAB // I- J < � TAMP 4 FIL TO q5%DENSITY = r ) *4"P.G.SLAB(MIN. P51 co ) I - 8 _ � Q V FD1 * .006 MIL.POL�FFHELENE VAPOR` -� \FDI O I BARRIER - I O I,_p„ I I 14'-2., __ L —J 5,_0„ Q *TAMP 4 FILL q5%DENSITY O ,nI UNFIN150ED BA5EMENT _ I I r- -II- — '- - — �'-0"CEILING HT. TYP. BEAM POCKET 1 '' _ `� U 15'-0' `-- --- — x 1 cO 14'-2" WRAP ENDS OF GDR 10" 8'-0" - *(R-13) GL CELL SPRAY F- -I FOAM INSUL ALONG INSIDE I W/ ALUMINUM AT Z TYP. BEAM POCKET UNFINISHED BA EMENT _� FADE OF-FNb.1WALL5-FULL HT L J W - * FI N1 CEILING . �- --- --- A L - � ' � �OR DRAPED BLANKET POCKET OR PROVIDE � r - WRAP ENDS OF 6DR _ *(R-13)CLOSED L SPRAY - -- ---- --- / -- --- ---- L-41 _ J\x� '/ INSULATION I/2 AIR SPACE ALL !I W/ALUMINUM AT I FOAM INSUL ALONE INSIDE j *ALL EXPOSED HOT WATER 51DE5 U POCKET OR PROVIDE L J FACE OF FIND. L -FULL HT \ �r-J l( C� PIPING AND/OR HEATING DUCTS N � 5-4 Q 1/2" AIR SPACE ALL OR DRAPED BLANKET \�G -- I '�� �J TO BE INSULATED AS PER N.Y.S. OLu II 51DE5 X INSULATION `moi /I- LJ L�� ---- -TOW.-ELEV=_ ' � CODE. r- � � 11- j *ALL EXP05ED HOT WATER 4" WIDE J015T - o - -(2) 2X12 F1U - _ �- D.O. 10 5-4 - PIPING AND/OR HE TING DUCTS T - -- _ -' SEAT.T.O.SEAT CODE. \ r // _ ._ 2x12 FLOOR J�JIS 5 - - ---`b- j -- I---I ELEV= (-)I'-I�" ry O TO BE INSULATE AaaPER N.Y.5. " x f / D.O. - 2X12 FLUSH - / '' -® Ib"-0. '. _ --- I -- ,-5-1/4"x- 1/2---L - - - - - - -- -- u' 4 WIDE J015T II � _ SEAT.T.O.SEAT " If�j— m I x I - i - - - - HD 4 2, cN_ 3-8- J EVIL 61RDF L J ELEV= (-)I'-I " 2 12 FLOOR J015T5 EL� ° '' 2x12 FLOORJOISTS - " „ - -- "Io:�. - --- -- _ -- — -- i -- -- n UNEXGAV. f i -1 I — - - - _ - u� 9 1/2-LOW - /. �1 I @ Ib"O.G. 4" P.G. SLAB WI H ,�- ti ti 00 HD - I -SII � —_ L J GIRDER- L -- 3 xcY - _ -- - -- - /'et.—2 T�. --- 7 bxb, 10/10 W.W. w '- - `� o " l OR FIBERMESH. UNEXGAV. 2x12 FUDR JOISTS Ir- \ o I EIDE SI' / 4" o J MIN.3500 �5I - FD1 ry 14'PL.5LAB WITH @ I " O.G. - -- -- --- - -- _ - _= 3 - -- - x cs. GONG. a _ 6�C6, I0/10 W.W.M. - -- -- - - - I 62-5 4 8" I - 7'-2„ 2. r.� ,-0' 4'-b" 8 `- FDI OR FIBERME5H. � r o - o I FDI I` AB xE10 AT MIIN.3500 P51 cv SL 5 - ---- - cv = tr GONG. Q N 3, 2„ 4'-b,. p_p 2, 8" 7'-2" - I a„ FDI 62-5 #5 CORNER REBAR W/ 4'-0" I = ai HD _ t; z z 2"x 10" _ ; LE65 @ MIDPOINT G - - J SLAB SEAT - I - #5 GORNE REBARS W/ 4'-O" 5 I FOUNDATION WALL I-b - -- J o - -- -__ C-_._ -] ; ;y = 0 a g I-o' F- FROM TOP 4 BOTTT M. `� z 0 z z z N a FW-2 - . _ z z z z � ._. ---- 0 0 0 f- 0 0 I- w HD I LE65 @MIDPOINT OF _I `/ o F- L (2)2X12 FLUSH FOUNDATI N WALL d 1'-b" O UP 14R u O ( 3-4 4 WIDE JOIST � � j N 0 ` �' 1 g cn r y— FROM TO 4 BOTTTOM. Q UNEXCAVATED TYPIGAL (2) 2X12 FLUSH N- 2x12 FLOG JOISTS AT.T.D.SEAT W W W J W W N J o = _ @ I .G. ELEV= (- I " ,� � -- - sS - p GARAGE 5LAB �;, 0 3_ _�r LLIUP 14R UNEXGAVATED TYPICAL I I tX *4"P.G.SLAB(MIN.3500 PSI GONG) 8 i 14'-2" 4" WIDE J015T REINFORCED WITH bxb,10/10 W.W.M. / N GARAGE SLAB O SEAT.T.O.SET �xT2 F JOISTS to @ I G _ I *4"P.G.SLAB(MIN.3500 P51 GONG.) � O *TAMP 4 FILL TO q5%DENSITY / o ELEV= (-)I'-I�" � REINFORGED WITH bxb,10/10 W.W.M. * / - 10" 2'-b" 14'-2" 8' SLOPE GARAGE SLAB DOWN 2" - „ „ -—I - -- -- -- N 'Clv * cN 5 I/4 x q 12 ' TAMP 4 FILL TO q5%DEN5ITY TOWARDS GARAGE DOOR -- -- -- - L - - 'f _ *SLOPE GARAGE SLAB DOWN 2' - O o ' - --- - LVL7RDE • HD F--I i F_ 7t -1 TOWARDS GARAGE DOOR 7 I L J 2x12,FLOOR JOI S L • t4 xgl/2" LOW - - - - ' w @ Ib" O.G._o F_ HD - J /L - J B2-5 I-0 IT-10 8' I I-8 `t 24b" B2B-5 I� v _i 6T ER B „ l „ " v W 2A2 FLOG J06T5 y @ Ib"O.B. u' c� } B o I B 8' P.G. FOUNDATION WALL � B2-5 `r 1011, 2'-b" `r II'-S" 8" Il'-10" 82-5 W TH DAMPROOFING ON w w 16"x 8" OP P.G. FOOTING W O w Lij 4 WIDE J015T HD a� b" P.G. FOUNDATION WA L TOP OF WALL 4„ SEAT. T.O. SEAT U _ „ ELEV= (-)I'-I2° � L ' WITH DAMPROOFIN6 ON DN- -I 2 HD 4" WIDE JO I Ib"x 8" DP P.G. FOOTIN TOP OF WALL I 4 W SEAT. T.D.SEAT _ ON= -1'-2" O Q ELEV= (-)I'-1 ' 4„ I 2x12 FLOOR JOISTS g,. BAB B o @ Ib"O.G. ❑ O r= L cv 10" m II'-4" 10„ 2'-b" 2,_b,. 2,-0., zQ, 2x12 FLOOR J015T5 = ! . . !I 3 o tii v @ I6 O.G. O AB AB B FD1 v O - o F 2'-0" 2'-b" 2'-b" 10" II'-4" m lo" 3 `~ -- — -- z 00 -� • o Fps 0 21 HD o I HD W o L _ z • --- - - 2 - - - - HD HD FDT W 2 O 16'-0" M.D. I'-8" I'-4" 16'-0"M.O. I-O' �� ��Og LT c, � FD1 LINE OF FRONT OF H FOUNDATION WALL @ (� Ir W 18'-8" 13'-0" l'-O" BEDROOM#2 UNIT 24 * = �� M -� 2 HR 5EPERATION = U \ 10 O WALL PER UL#336 � � UNIT 24. UNIT 2 3 � B-2 ALT-2 (MAGNOLIA). 82-5 62-5 B-2 (MAGNOLIA). NUMBER w 2016023 MULTIPLE LA GIRDER GONNEGTION5: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE UNIT 2 4 UNIT 2 3 DUET CLUSTER � SHEET NUMBER HD= HOLD DOWN GON5TRUGTION DOGUMENT5 UPON REGEIPT FROM ARGHITEGT AND u) FOR ALL MULTIPLE LVL GIRDERS, LAG, BOLT REPORT ANY AND ALL 015GREPANGIES INGLUDIN6 ANY DIMEN510NAL FOUNDATION PLAN AB= ANCHOR BOLTS @ TO ETHER W/ 1/2" BOLTS @ 2'-0° O.G., 2° MIN, CONFLICTS, IMMEDIATLEY TO ARGHITEGT FOR GORREGTIVE MEASURES GARAGE 51MP50N FROM TOP 4 BOTTOM, 4 MIN. 4" FROM ENDS PRIOR TO GONSTRUGTION. DO NOT SCALE DRAWIN65. DIMEN510NS, (B- 2 ALT- 2 ) (MODEL B- 2 ) ; FOUNDATION PLAN �5 2 � 2 W STRONG WALL5 5HALL BE GALGULATED AND NEVER 5GALED UNLE55 OTHERH15E NOTED. D COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED 2 HR 5EPERATION LINE OF REAR 01 364" WALL PER UL#336 38'-8" Z W COVERED PORCH ® UNIT 23 _ 10" SQUARE 1-1846 PERMA _ � CAST COLUMN #46382 Wl 10" SQUARE HB46 PERMA -(�I-2-X8�.� _ _ _ �.pr U � N CAST COLUMN #46382 W/ - O (� SQUARE FLAT GAP 4 BASE A 2" SQUARE FLAT GAP 4 BASE I bxb P.T. P05T WITH z �•�/ n- _ -_ _ (OR EQUAL) - CORNER B2-5 62-5 bxb P.T.P05T WITH - 1�0 - - -'=' J B P. C D€ COLUMN TO BE PROVIDED (OR EQUAL) - CORNER 1 14'-2" I SIMPSON BG52-3/6 POST Zp a) 51MP50N BG52-3/6 P05T COLUMN TO BE PROVIDED 14-2 W/SPLIT KIT I o I GAP ANCHOR $ SIMPSON GAP ANCHOR 4 51MP50N o W/ SPLIT KIT u�,l 1 I ABU66 POST BASE(TYP C) ABU bb POST BASE(TYP 1 -ALL COLUMNS) _ N`- 2'-O" I 13'-2" I II'-O" 14'-2" 14'-b" II'-0" 13'-2" 2'-0" 2 ;s N> -ALL GOLUMN5) I p (2)3016 TR (2)3016 TR � - � c N...Z - GOVERED ALI6N TOP OF COVERED I I I (2) 3050 DH (2) 3050 DH TRAN5OM5 I P v L cn f° M o I PORCH I� I a 6-0" HD HT @ 8'-O"HD HT _ PORGH o Q � � m - c • o b'-1" b'-l' �� 5'-b" 5'-6" b'-10" l'-4" l'-8" b'-10" 5'-6" 5'-6" cxv� b'-1" b'-1" I �O U o f0 4 U = ti N .0 ALIGN TOP OF CL 2 m Iq I JIX El V co N (2)3016 TR `!' m TRANSOMS Ix (2) 30 6 TR FW-2 F - - - -1 f - - pl I - _ (2) 50 DH (2) 3 50 PH HD L - - JL - - - J HD 1 Q N I 19 �' @ 8'- " HD HT 19 8'- " HD HT Iq S m _ 9016 TR i a DI r - - -1 f -� -p DI Q o 1q (2) 2X10 HDR r--� 3016 T 6080 5L 6L. DR VV I HD L - - - J L - - J HID 1 I m _, I r 1 pi o ® 3050 DH (2) I8" IDELIGHT5 i C1016 TIR ° I 6080 SL. L. DR W/ 3 16 TR (2) 2X10 HDR J I - HD L - - L - - - J - - _ x _ _ I `� m ROOF TRU55 61RDE N _�__ R00 TRU55 GIRDER 419 - _ 1 (2) IS" SID L16HT5 N 8'-0 HT I o cn o (2) 2X1 HDR � 3050 DH o N \ / ll'-O"GEILIN6 z C) 19 ' I ROOF_TRU55 GIRDER _ _ _ I cxv_ ROOF TRU_55 61RDER _ _ L - - - J _ __ j H e \ // BREAKFAST � Hp F_ DI F_ Z) - - - - - ALJ (2) 2X1 HDR Iq U o / AREA 5.25"x II W L HDR J N ll'-O"GEILIN6 \ m a • BREAKFAST \\ /�- I DI 14'-0" I 4" 2'-0" 4'-2" 3'-0" 14'-O" b" F_ -1 F- HD AREA \ / 5.25" II l/8"LVL HDR I I o Q I 2816 TR® Z O I I 2852 DH U Pi 1 16 b" 14'-O" 3'-D" 4'-2" 2'-O" 4" I 14'-0" ( I I I DI N L J 8'-0" HD HT o 2816 TR® 1 1 1 I 13'-O" Y GEILIN6 2852 DH I I Q ° 2I "C I I I I MASTER EDROOM `� m u_ Ln 8'-D" HD HT L J DI I I m . 13 II „ PRE- AB Z M cv I : : I 15-O" TRA GEILIN6 I 1 1 1 I L J II O FILING FIREP AGE r-- � MASTER BEDROOM Fw_2 I Z I = I GREA ROOM Qj� C) I1 I I ; � I I i I o II'-O"CEILING I c� I 1 m zO PRE-FAB GREAT ROOM IL---' I I I 1r- "GEILIN6 �, - �--� p FIREPLACE I o Z KITCHEN TEMP 6 DR5 � Q oz I I I I RAISED HEARTH ENERGY u� N r N II'-0"GEILI G I 1 1 N TEMP 6L DRS KITGH N �� P I I L I I--I 1. ENERGY CODE STANDARD: PRESCRIPTIVE PATH AND ALL SECTIONS OF I - = O ENERGY CODE AS THEY APPLY TO ENEF'GY COD AR BEIN f0 CWWE RATS D HEARTH 1 / 4" \ 1 " 4" 3\4° 4.. b._ 4 2. ALL CON RUC N LL OMPL WITEI THE 2015 INTERNATIONAL ENERGY I 1 _ _ _ _ - -_ m _ T CONSERVATION CONSTRUCTION CODE. 111E AUTHORITY HAVING JURISDICTION = - / _ \ o w SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO v I I 2816 TRH a W , a� �� 4.. � I � 4.. � �� 4.. \ - - - A `r N x 2852 DH �+ � EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. 2- b I6-4 6 4911 4' 3 5-O 5'-O"\ m N 1 1 �� 8'-0"HD HT D 3.A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND 2816 TR® I I o / \ ssa k114-2" L `� mPOSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED. cN 2852 DH x � `r ?a - - - 10'- "GEILIN6 12 CERTIFICATE SHALL COMPLY WITH IRC N1101.14. 8'-O" HD HT I_ J N m 4' 0' ' 4- ❑N 6� � 10'�WIGL�N6 IGL -- -- --- - ------ DI 0 4. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND `r I I �o se LIN. PANT. N m INSULATED TO LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING 12 10'-0" GEI IN6 SURFACES. DI - - " 4'-2" 4" 2'-0" 4" WIG 10'--�° GEIS 6 I I n 5. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE - N PANT. L I N. �v`0� �s6� 1 WI GL I J _ I I u) U SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE � I- -� 4° D b' W 4" Q p 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY ( v I I m = L J (3) 2816 TR® H SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. I 1 L - J a o _ 11'-0"GEILIN6 I (3) 2852 DH I I o � � I Z DINING AREA �, I I 8'-O" HD HT (n 6. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED p _ 4 W D 4" ' O WC HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ4A, 5, 6A. TESTING SHALL (3) 2816 TR® I L -I J ( m 6 n r I z U BE CONDUCTED BY AN APPROVED THIRD PARTY. (3) 2852 DH I- 11' O"GEILIN6 _ o 0 22 X ® _ (2)2668 x L J W 7.DUCTS - SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED TO 8'-0" HD HT I I I DINING AREA `r `r z © 30"ATTIC 10'-0"GEILIN6 ass 5D �s68 5D® 0 DOORS (- 10" SQUARE HB#6 PERMA A MINIMUM OF R-8 AT 3" OR GREATER IN DIAMETER AND R-6 AT DUCTS I AG CH WC EF MASTER b'0 I I I I CAST COLUMN 46382 Wl= LESS THAN 3' IN DIAMETER. I L J x (2)2668 - 21 C I I U HATCH I '� SQUARE FLAT GAP 4 BASE o = b ® BATHROOiv19 DN 4R " " (3)2X6 (OR EQUAL) - GORNER p 10" SQUARE HB46 PERMA u' BIFOLD ® SD 10-D GEILIN6 6A. DUCTS SEALING - DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE o = GAST COLUMN #46382 W1 r "' m DOORS mss SD �' L�0 �bb� MASTER ©EF 4" ID'-4" 4" 3'-4" 3'-10" 4" p p1 P05T L J I COLUMN TO BE PROVIDED S��' -' SQUARE FLAT GAP 4 BASE I I I a - - - W/SPLIT KIT 8. DUCTS TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR � � (OR EQUAL) - CORNER I I (3)2X6 21 "G DN 14R `r s BATHROOM _ _ _ _ _ _ 1 LEAKAGE BY AN APPROVED THIRD PARTY. COLUMN TO BE PROVIDED L J P05T = HDI _ DI o � = m 4 3-10 4" ' 3'-4" 4" l0'-4" 4" I �B o G yob 1z 9.BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. W SPLIT KIT 0"x 3 I-011 10.MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS >105F HD a _- _ - _ _ _ _ _ ��s GL p SHWR PAN X q'-0"50. I(GOVERED 1q DEGREES OR <55F DEGREES SHALL BE INSULATED WITH R-3 MINIMUM. I- I�-O 1 0 e o O"x 3 PTN ON 2X4 NOTE "5. II'-0" GEILIN6= = I fORGH i D1 o TRn 19 X q._0.. SHWR PAN I KNEE WALL I I (3) 2x6 HDR 11. MECHANICAL VENTILATION SHALL MEET THE REQUIREMENTS OF THE GOVERED I 2868 INSUL DR- x �- 3080 EXT INSUL DR , wcli m FOYER IRC IMC � I � _ _ _ I 45 MIN.FIRE r N I I 5 4 SIDELI6HT5 r- Q N N ry ri n: `r° � ui / 5016 TR DI ISI I PORGfN 1 p NOTE 'S': _ o N N () M (D O = 1 1 RATED W/SELF _ 3080 EXT IN5UL DR I� I I I II'-0" CEILING 1 (4) 2xb POST- la- OST II TEMP. GLASS CLOSING DEVICE „ 12.EQUIPMENT SIZING - PER ACCA MANUI�L S, BASED ON LOAD 286 INSUL DR- I b 3'-4" 4" 10'-0" I b I 4 cn I � CALCULATED PER ACCA MANUAL J AS PROVIDED BY A THIRD PARTY HERS r W/(2) I2" 51_4 ( I r FOYER 45 IN.FIRE I I KNEE ALL I (4) 2x6 P05T � _ G02 - I bxb P.T.P05T WITH RATER. 51DEL16HT5 , _ RAII P W/SELF I 1 � � HD 51MPSON B652-3/6 POST 13.UGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES m 2 I 3, 41„ I I b 10-O 4 3-4 b° GLC 1N6 DEVICE I I _ _ _ ROOF TRU55 GIRDER G02 _ " 1 I - - - - - - - _ - - - ABU66 P05T BASE(TYP MUST HAVE HIGH-EFFICIENCY LAMPS. bxb P.T.P05T WITH (4) 6 P05T II MALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS SHALL MEET THE IRC SIMPSON BG52-3/b POST HD � ® LAV o -ALL COLUMNS) z z I CHAPTER 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL CODE, AND GAP ANCHOR 4 51MP50N - -- - _ _ _ _ _ _ ROOF TRU55 61R ER _ _ SD WC Iq I m z ° a INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE ABU66 P05T BASE(TYP - 1� I TWO GAR GARAGE G�• a DI o 0 0 ° o o Z w RESPONSIBILITY Of THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE -ALL COLUMNS) o L V I 1 lI '4"P.G.SLAB(MIN.3500 P51 GONG.) o b" 3' 4„ 4" q) 4' 6� 4" EF©8'-6" 6" 3030 AWN > a DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE m Iq WC ®5D TW GAR GARAGE I I _ REINFORGED WITH bxb,10/10 W.W.M. > > > w > > c� MECHANICAL., AIR CONDITIONING, VENTILMON, HEATING SYSTEMS (NIEW, DI 4 P. SLAB(MIN.3500 P51 GONG.) `t b� 10'-0"GEILIN6 ® 8-0" HD HT w w w w w , = O GL. : 11 5 O SLOPE GARAGE SLAB DOWN 2" ,yb� ttm EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF �° „ m , "© REINF ICED WITH bxb,10/10 W.W.M. I FW-2 O TOWARDS GARAGE DOOR _ BATH #2 in REQUIRED BY THE OWNER OR BUIIDINCI DEPARTMENT. 3030 AWN b 8-b EF 4 4-b 4 3'-4" b C) + - III `� +i"TYPE"X'GYP BD ON GARAGE ® 8'-O"HD HT 5L0 GARAGE SLAB DOWN 2" 10-0 GEILIN6 Xs `r TOWA 5 GARAGE DOOR o I WALLS d GEILIN6 m N 15.ADDITIONS, ALTERATIONS OR RENOVATIONS: SHALL COMPLY WITH IECC m 0 8 +g"TY "X"GYP BD oN GARAGE 11 * "TYPE"X'GYP BD ON INT OF LIVING 2015. UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED m BATH #2 _ o I 5PA6E COMMON WALL5 TO GARAGE 8 L N TO COMPLY WITH THIS CODE. v ALL CEILING N Ig TY X"GYP BD ON INT OF LIVING 16.MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FDR HD �t bq) SPAG ¢OMMON WALLS TO GARAGE1 I B ® Q G�• DI d B �'� = I I I I= B2-5 5D 62-5 EACH SEPARATE HEATING AND COOLING SYSTEM IN ACCORDANCE KITH ?o ® ,�, I ® LL y I b (R-21) BATTS SECTION N1103 CONTROL SYSTEMS. 1q 5� 5D o =III v `'II z 8 Z (� B 11'-0"GEIL N6 W 17.ALL EXTERIOR WALL/FLOOR/CEILING JC ISIS SHALL BE AIR SEALED AND B pl GL• Q I `� U INSULATED IN ACCORDANCE WITH TABLE: R402.4.1.1. APPLY AFRESH BEAD 62-5 in b� N SII c� 11 82-5 19 BEDROOM #2 OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATELY PRIOR TO 0 b"(R-21) BAITS " I O m r- -� INSTALLING INTERIOR GYPSUM WALL BOARD. II'- " GEILIN6 ml 1 I I 4' 19 18'-0" DI 6 12'-0" b 2'-6" ° W w 63 '-I DORMER WALLS I 1 Y I0 BED ROOM #2 Iq III ABOVE III Iq DI fij HD b" DI I I IAl DI _\4.. 16010 OH DR �' 1 v o I 18-0 _ Z -_ _ _-_ 2015 IRC- 62421.8 (503.8) m I IFI III - HD ,- - - - - - O 5 /4"x I6" LVL HDR - - - - Hp '' W O VENTING SYSTEM TERMINATION LOCATION: - 16010 OH DR p/21 N p/21 p O THE VENT TERMINAL OF A DIRECT VENT APPLIANCE WITH AN INPUT OF m 10,000 BTU PER HOUR(3KW)OR LESS SHALL BE LOCATED AT LEAST Hp 5 1/4"x Ib"LVL HDR b"FROM ANY AIR OPENING INTO A BJILDIN6,AND SUCH AN ("P/21 APPLIANCE WITH AN INPUT OVER 10,000 BTU PER HOUR BUT NOT 2 - 0/21 o e m � w OVER 50,000 BTU PER HOUR SHALL BE INSTALLED WITH A q INCH ? DI I SEAT VENT TERMINATION CLEARANCE,AND AN APPLIANCE WITH AN INPUT _ _ J FW-2 DI `r HD J (2)2X10 HDR HD ~ OVER 50,000 BTU PER HOUR SHALL HAVE AT LEAST A 12 INCH VENT (2) 2X10 HDR m TERMINATION CLEARANCE. THE BOTTOM OF THE VENT TERMINAL AND z z THE AIR INTAKE SHALL BE LOCATED AT LEAST 12"ABOVE GRADE. HD - - - r - - - ` HD � L - - (2) 16 TR_ J DI Z o o 1q L - (2) 30J TR _ J A I A Iq (2) 3050 DH Iq ® 8-0 HD HT E5 (2) 30 0 DH LINE OF UNIT 24 DI ® 8-0' HD HT pl 4 B2-5 2-5 D1 4'-O" 4'-0" BEDROOM #2 W WALL BEYOND _ -yt)`'"• 2015 IRC- 8312.2.1 b'-b" b'-6" 1'-0" Ib'-0"R.O. 1'-4" 1'4' I6'-0"R.O. 1 0 2'-6" 8'-0" 2'-6" U �Ob kT IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE ,� WINDOW OPENING 15 LOCATED LE55 THAN 24"ABOVE THE FINI5HED Q T FLOOR AND GREATER THAN 12" ABOVE THE FINISHED GRADE OR 2'-0" 2'-6" 2'-6" 13'-0" IS'-S" 18'-4" 13'-0" 2'-6" 2'-6" _ c ` b OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE Wrn OPERABLE WINDOW SHALL COMPLY 111TH ONE OF THE FOLLOWING: ' OPENIN65 THAT WILL NOT ALLOW A 4 INCH DIAMETER SPHERE TO 38''8" 36'-4" 2'-0" PA55 THROUGH THE OPENING IN ITS LAR6E5T OPENED POSITION. 3 � FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090 UNIT 2 4 FLOOR PLAN 2 UNIT 2 3 FLOOR PLAN (THE WINDOW OPENING CONTROL DEVICE AFTER OPERATION TO 8 F W �........... RELEASE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY �� LIVING AREA= 1,5Gq 5Q. FT. q 2 HR SEPERATION 1 4"-1�-0" LIVING AREA- 1,5Qq SQ. FT. 1616023 BER OPEN,SHALL NOT REDUCE THE NET CLEAR OPENING AREA OF THE B-2 ALT-2 (MAGNOLIA) WALL PER UL #336 B-2 (MAGNOLIA) / • WINDOW UNIT TO LE55 THAN 5.1 SQUA,RE FEET. GARAGE AREA= 3115Q. FT. GARAGE AREA= 311 50. FT. COVERED PORCH AREA= 250 50. FT. COVERED PORCH AREA= 250 5Q. FT. LLI MOTE R: ONE CARBON MONOXIDE ALARM IN NEW ONE No "5": EF =EXHAUST FAN: GENERAL CONTRACTORS AND SUBCONTRACTORS TO REVIEW THESE Q SHEET NUMBER AND TWO-FAMILY OWELLIN65,TOWNHOUSES STAIR MANUFACTURER TO MULTIPLE LVL GIRDER GONNEGTION5: 50 GFM INTERMITTENT OR NOTE "v": CONSTRUCTION DOGUMENT5 UPON RECEIPT FROM ARCHITECT AND UNIT 2 4 UNIT 2 3 DUET CLUSTER = NOTE: PRE-ENGINEERED ROOF HD= HOLD DOWN AND DWELLING UNITS IN GROUP R-2 DESIGN STAIRS TO MEET ALL © 20 GFM CONTINUOUS + ALL DRYER5 TO BE VENTED REPORT ANY AND ALL DISGREPANGIES INCLUDING ANY DIMENSIONAL B2 � 3Z TRU55E5 W/ 12" MIN. HEEL BUILDINGS(CONDOS 4 GO-OP5)AND UNITS APPLICABLE GODE5 AND TO FOR ALL MULTIPLE LVL GIRDERS LAG BOLT TO OUTSIDE AIR PER CODE ALL WINDOWS SHALL BE OFFERED FOR SALE, IN THE IMMEDIATE REPORT ANY DISGREPENGIES TOGETHER W/ 1/2" BOLTS @ 2'-0" O.G. 2° MIN CO2 CARBON MONOXIDE 'ALL WASHER TO BE CONFLICTS, IMMEDIATLEY TO ARCHITECT FOR CORRECTIVE MEASURES FLOORANDERSEN 200 SERIES HE16HT5 (U.O.N.) @ 24 O.G. Q = TEMPERED VICINITY OF BEDROOMS,ON THE LOWE5T AND CONFLICTS TO THE ® DETECTOR PROVIDED WITH DRAIN PANS PRIOR TO CON5TRUGTION. DO NOT 5GALE DRAWIN65. DIMENSIONS 5HALL (B 2 ALT 2 ) (MODEL B 2 ) PLAN � DE516NED BY TRUSS ENGINEER GLAZING ARCHITECT PRIOR TO STAIR FROM TOP BOTTOM, MIN. 4 FROM ENDS FLOOR LEVEL CONTAINING BEDROOMS. ® SMOKE DETECTOR BE CALCULATED AND NEVER SCALED UNLESS OTHERWISE NOTED. W FABRICATION. SD p COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED WOOD ROOF TRUSS SPECIFICATIONS: z . INSTALL IGE $ WATER SHIELD PER NOTE: 5/8 INCH THICK ROOF SHEATHING IS TO Ib'-2" GABLE WIDTH Z I LL MANUFACTURER'S SPEGIFIGATIONS TO MAINTAIN BE USED, WHEN ROOF TRUSSES ARE SPECIFIED bxb P.T.P05T WITH W E PRODUCT WARRANTY AS THE ROOF FRAMING MEMBERS. I6'-2"GABLE WGAP ANCHOR 4 IDTH PSON BOPOST o o � � a GAd 5IMP50N U ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING ABU66 P05T BASE(TYP O :3NOTE- LOAD COMBINATIONS USING ALLOWABLE STRESS DESIGN bxb P.T.P05T WITH APPLY IGE 4 WATER SHIELD IN FAIR WI:_ATHER WHEN THE AIR, ROOF DECK PER SECTION 1605.3 OF THE INTERNATIONAL BUILDING o 0 51MPSON BG52-3/6 POST ALL COLUMNS) _ _- _ = U AMEMBRANE ARE AT TEMPERATURES OF 40°F (50G) OR HI-HER. -- CODE. - GAP ANCHOR d 51MP50N I _ - - - ^ , ND ABU66 P05T BASE(lYP - (3)2x8-P.T:GIRDE --J -- D,O.-- - - � �✓ a) o rn m PRE-ENGINEERED ROOF ALL COLUMNS) A A „ U .'�"'� � � TRUSSES PER TRUSS MANUF 1605.3.1 BASIC LOAD COMBINATIONS USING ALLOWABLE - -- - - - - - STRESS DESIGN: _ _ _ _ 62-5 ( 62-5 II-0 PL HT. I I II'-O" PL HT. � � � o o —D.O..— (3}-2X8 P.T.�IRDER- 12 12 �— N Z _ D (EQUATION 16-8) - 51MP50N STRONG-TIE D + L (EQUATION 16-9) I'-o" q a IOH. z U 2•5 'Lo II'-O" PL HT. OH. u,I I— I I OH. Z L x cn-o M 11'-0" PL HT. I o I O Q w c') MT5 5TRAPPIN6(LEN6TH5 VARY) D + S (EQUATION 16-10) P CONTINUOUS WALL SHEATHING TO D + .6W (EQUATION 16-12) 1 0" i 12 12 i I I �i NO "R" i U o y co TOP OF TRU55 HEEL a I— I a I I 1_p, Lul D + 0.75 (.6W) + 0.75 S (EQUATION 16-13) pH 2 HR PER UL # 3(9 U M °° I ~ 1 1 I o �' WALL PER UL #336 N M D = DEAD LOAD, L = LIVE LOAD, S = SNOW LOAD, W = No "R" i� �I HEEL HEIGHT VARIES-SEE TRU55 DRAWIN65 FOR HATCHED AREA INDICATE5 SEE DETAIL I/FW-2 NI ACTUAL HEEL HEIGHTS LOAD DUE TO WIND PRESSURE. WIND LOADINGS SHALL W LOCATION OF FIRE RATED ROOF o o =1 IN d WALL SHEATHING, BE DETERMINED IN ACCORDANCE WITH CHAPTER 26 TO 30 �I IN 4-0" FROMS N - 11'-0" PL HT. I � OF ASCE 7-10 FOR 130 MPH ULTIMATE DESIGN WIND �x 2 -- SPEED (101 MPH BASIC DESIGN WIND SPEED) INI I ALIGN FASCIAS oil,OH. I2 EXPOSURE CATEGORY B. xi - II'-O" PL HT. % i S ;; ,I Na E ,�R,� VARIES F ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT THE L - - - - - - -_ __ _ I'-o" FRAME Z _ FOLLOWING DESIGN LOADS: I�-_ :r--- 1L - OH. ALIGN FA5GIA5 OR ,�/, ,, /r = o TCLL = 20 PSF PLUS UNBALANCED SNOW LOADING, WIND 1 -' - F _ _ _ROOF TRU55 61RDER _ _ ROOF TRUSS GIRDER _ 0 \ LOADINGS, AND ANY APPLICABLE SNOW DRIFTING OR BUILD NOTE "R" ! I / '' /%'.' - - -N i,// r , / UP LOADS AS REQUIRED BY ASCE7-10 TCDL = 15 ' - --- - r� GUTTER PSF, BCLL=10PSF, AND BCDL = 10 PSF. PROVIDE _ _ ROOF TRU55 GIRDER _ _ _�_ ROOF TRUSS GIRDER ;,// ,>;/// / I - { _ ~ 2 ADDITIONAL 25PLF TCDL ON AREAS OF TRUSSES THAT ARE 1 - �� r/� O NOTED ON PLAN TO SUPPORT PHOTOVOLTAIC CELLS. z U e"FASCIA BD BI -4 - -- - - 12 ~ I 12 TRUSSES SHALL HAVE A MAXIMUM TOTAL LOAD �_�t- _ --- - - - J \ '// /! // / r, i a a 0 DEFLECTION OF THE LESSER OF L/360 OR .75°. / _ { LL Ln / Lu t- TRUSS DESIGN DRAWINGS SHALL BE PROVIDED TO '�' a //j j//j� rY j /;j; a SGS -��, �.-'- z m VENTED VINYL SOFFIT ARCHITECT AND BUILDING OFFICIAL AND APPROVED PRIOR �;/// {,j j j! /j ' SL _ �, TO INSTALLATION. TRUSS DESIGN DRAWINGS SHALL I 12 w (- ,//// j ' /// i,r r ❑ INCLUDE THE FOLLOWING INFORMATION: 1L� a o v I /// / �' r%r/ i IN .BEARING TRAY GEIL. w 1. DEPTH, SLOPE (IF ANY), SPAN, AND SPACING. - ,Cr , j j j//j !! /;',j;i j (� l ,�• WALL BELOW 2. LOCATION OF ALL JOINTS. z / ////, ��; %! '!/ _- „ 3. REQUIRED BEARING WIDTHS. �J INT.BEARING I TRAY GEIL. ///// //' ' '' I �� ! ( OH. LEADER TO DRYWELL- TYP— 4.1. TOP CHORD WE LOADOR SNOW LOAD. �I J WALL BEL�W 4.2. TOP CHORD DEAD LOAD. 4.3. BOTTOM CHORD LIVE LOAD. 6" 4.4. BOTTOM CHORD DEAD LOAD. OH. 4.5. CONCENTRATED LOADS AND THEIR POINTS OF - APPLICATION. ' j/i / �/ /. /, - -- -- FLUSH ROOFS W 4.6. CONTROLLING WIND LOADS. /' /�/ �'// /' �. �N l_ -� 5. ADJUSTMENTS TO LUMBER AND JOINT CONNECTOR ///�j •� -- -� - -- - -- DETAIL DESIGN VALUES FOR CONDITIONS OF USE. cv / /j j//j /;� jji' r !� ppcon 6. EACH REACTION FORCE AND DIRECTION. FLUSH ROOFS // -- - - - - - I J w O 7. JOINT CONNECTOR TYPE AND DESCRIPTION (E.G., SIZE, ( -- ,/jy/j j F�y;� �-_- _ _ -_- __ i ❑ NOT TO SCALE THICKNESS OR GAGE) AND THE DIMENSIONED LOCATION 1 , -- -- �Q B2 -4 OF EACH JOINT CONNECTOR EXCEPT WHERE SYMMETRICALLY S LOCATED RELATIVE TO THE JOINT INTERFACE. USE 20R1 S I I -- NOTE: GALVANIZED STEEL 4�p,, GA MIN THICKNESS GRADE A GAL ZE ENI No vENT1NC.' RID6E5 TO _J l__- — INSTALL HALF OF � ,. FASTENERS® EACH �o �� PLATES. -- -- — `Y �r / i ; � • ; AL16N �- END OF STRAP o 8. LUMBER SIZE, SPECIES AND GRADE FOR EACH -- TRUS 'RIDGE r'�' \ I I e MEMBER. z TRUSS RIDGE W/VENT t - 0 9. CONNECTION REQUIREMENTS FOR TRUSS TO �T _ GSJ _ j j//j / I � f � -J - __ 12 GIRDER-TRUSS, TRUSS PLY TO PLY, AND FIELD , // r� l_/�/.1_ - a Z �../ �'� A / /// A /G', , / W >�r®s 10.SDEFLECTION RATIO FOR LIVE AND TOTAL LOAD. TRU RIDGE W/VENT - J 1 _ �,L ' / j / I `1�-/ ;3 � '�_/.%1 ;\ � �. ---I � 11'-0" PL HT. � 11. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS 12 ____ _Z// / / ' �, . _ — - ,- �i \ U MEMBERS. a o %'' / rlr / f i, 2-4 O ° 12. REQUIRED PERMANENT TRUSS MEMBER BRACING SIMPS N STRGNC� 11'-0" ° ° ° -rle t>6 LOCATIONS. PL HT. �\ L �O --- °o * TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH /// //� �/r j,;�' 2 _�.; (3) 2X6 POST OR ° ACCEPTED ENGINEERNG PRACTICE. THE DESIGN AND FinSIMPSON51RON6-TIE MANUFACTURE OF METAL-PLATE-CONNECTED WOOD _ , v) CARRY IGE d WATER SHIELD OH. RSEGTION // // I , / -/r MTS STRAPPING FOR MIN OF 3-_ ALL // / � � =-'- _ 14-I0d DESIGN DRAWINGS SHALL BE PREPARED AND STAMPED BY --- OF METAL 8 A PHALT ROOFINGJ�� TRUSSES SHALL COMPLY WITH ANSI/TPI 1. THE TRUSS C� -- - ---- - �11� (3) 2X6 POST _� � IREGTtONS-®_-SLATE ----- -- - ---- ----- ---- _- (TOTAL) A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF % – -- \ -- J — -- - o ' ti ti r ro NEW YORK. __ __ �_� t� -1 / oW - ; �--� * ROOF TRUSS DESIGNER TO ADJUST HEEL HEIGHTS, - -- - - -- ON ENTIRE DOft�l ROOF / // / 'Y �/ _ - , � I ~� - -- - I JN L I ~ M r N _ - -HI - _ / T > OVERHANGS, AND ROOF PITCHES SO THAT FASCIAS AND I /�� y / 7 - ff�/'-" w ¢ N USE IN COMBINATION ONLY DETAIL 2 --'-� --- � / // �� � �� _ -- r � 0 � N N RIDGES ALIGN AS SHOWN ON ELEVATIONS AND SECTIONS. i — 5HALLOW PITCH / // j/// �- lI v) 12 �' * TRUSSES SHALL BE FABRICATED IN ACCORDANCE WITH � I I _ - -1 I-_-- - _ - � /// %% w WHEN STUDS AND�� --� I - - _ ROOF BREAK r/ r r// ;i j 1 s THE TRUSS SHOP DRAWINGS FROM ACCURATELY CUT � cv _ � � � i ;/; r 12 0 12 ____ ..____ S i� DO NOT ,ALIGN NOT TO SCALE -L s �- -- - /�� r/ , ,'/,,4 / +�- I I r— —1 +�_I I- �- B 2 -4 WOOD MEMBERS CLAMPED IN RIGID FIXTURES DURING r i, r N yl ASSEMBLY TO INSURE TIGHT FITTING JOINTS. I - / / / , FyV-2 I` ui .: / // bxb P.T.P05T WITH * TRUSSES SHALL BE INSTALLED PLUMB IN THE PROPER �I J I ,//// // // -- - -- �`� z xi �� - - //�// ///// r, I ORIENTATION AND SPACING SHOWN ON TRUSS DRAWINGS. �, / / /, SIMPSON BG52-3/6 z z // / r / I / / I— 3 I I STANDINS AM - II // / / i/! I - I_ ___.. POST GAP ANCHOR d THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND I o I // // /�r.r _ R F TRU55 GIRDER _ _ _ _ _ --ROOF-TRUSS 61RDER cn a a. g METHODS OF ERECTING THE TRUSSES. THE CONTRACTOR bxb P.T.P05T WITH - METAL R 0 `� ;/j j/j j/ r /r , �; -" - _� I - �- L_ - 5IMP50N ABU66 POST z z z o z z Z N BA5E (TYP- ALL 0 0 0 F= o o w SHALL ENSURE THAT ADEQUATE BRACING HAS BEEN 51MP50N BG52-3/b L� I // // // ' = /j// /, i/! /, , ) o _ COLUMNS) 5 5 > w > > ° a DESIGNED AND INSTALLED TO PREVENT ROTATION AND P05T GAP ANCHOR d - -_ "OOF�U55-61 R— _ _ _ _ _ _ _ i oo TRUSS 6I DE w /�,�(// r , r,- , —J w w w W w w N PROVIDE LATERAL STABILITY IN ACCORDANCE WITH 51MP50N ABU66 - - - - r - - /'%'/' - - - w m m 0 P05T BASE TYP- - �- f / / / '. ;"%', ACCEPTED INDUSTRY PRACTICE SUCH AS THE SBCA ( - ___ �I l _- I f I �// j////� Nb1 'R OH. 51DEHALL ABOVE BUILDING COMPONENT SAFETY INFORMATION (BCSI) GUIDE ALL COLUMNS) o t I /, / / j/'.;;;r N LOWER ROOF - TO GOOD PRACTICE FOR HANDLING, INSTALLING & L BRACING OF METAL PLATE CONNECTED WOOD TRUSSES. IOH. I _ NOTE �. * PROVIDE APPROPRIATE CONNECTOR AT BEARING POINTS I - // /// /!j'i/�; Q L_ -_. __� - _ -_ `- OF ALL ROOF TRUSSES TO RESIST UPLIFT LOADS SHOWN 1 ���� -- --- -- -- -- \ - ---- - - -- --- --� II-0 PL HT. NOTE: INTER5EGTIN6 ROOFS I I 2 HR FIREWALL BELOW ROOF WEAVE ROOF SHINGLES AT I ON TRUSS DRAWINGS. N -- A I I CARRY TO UNDERSIDE OF I I-O PL HT. \ 12 �G / , r' ' _ TRUSS MEMBERS SHALL NOT BE CUT, NOTCHED, q S _ I / r j _ ¢ \ = Z INTER5EGTION OVER IGE SHIELD I HIGHEST ROOF SHEATHING T RED IN ANY WAY -1 - - - `� I I �I I'' �/ / '�'f /�/� /�-' ' � NOTE "R" 4 o W DRILLED, SPLICED OR OTHERWISE ALE - - C- JI // rrn / ,, MEMBRANE - CARRY MEMBRANE MIN. 24"I NP /-I I- ` r / TT//I /; /; - - - 20=3 HIP PL HT-}� - - - - - - B rl I WITHOUT THE APPROVAL OF A REGISTERED DESIGN I v cr Ij �2, /�,i . , / / , 7 - - - - - - - - - - - _:T - - - - , B2-5 _ _ _ _ _ _ _ _ 1_p } OUT IN ALL DIRECTIONS OF N PROFESSIONAL. r �� * Ii III / r/ / // - O m INTERSECTION I I * THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS Q= „ \ I I ;j a /j /f ✓ j j%-' _ $ _ _ „, OH. J o I L B - o NOTE R" / r/ o o � U W w Z AND METHODS OF ERECTING THE TRUSSES. THE _ m I, '/ / z IN[ o _ Y Z I I U► CONTRACTOR SHALL ENSURE THAT ADEQUATE TEMPORARY 62-5 11'-0" PL HT. I, p„ //! �/ / �jI //;j, 62; 4 0 2444 E) LLi I W-I � I _ I ` � � �� � i/� �//�� i.r/j j j/. � •, N ABLE END WL � �, 0 � = a W< I BRACING HAS BEEN DESIGNED AND INSTALLED FOR THE OH. 1 / // / ,/r /, Io 0" HIP WIDTH 8-a PL HT 0 0 lJl(L 12 12 / / /, / I INSTILLATION OF THE TRUSSES. / / /// / / / r/, 12 12 C� 4 I 1111 / , ROOF TRU55 I //r, / // - N I I I I /L..i ,/r/ , +�- I I +7- I I W O � I I I I � � r �/ I I HIP RAFTER, 64' PL HT. I -- - - -- -- -- ��e = ❑ 51MP50N HGP HIP SFS PLAN ABOVE FLOOR I CORNER TIE I - 014, b'Nr/� %//j r i//i%%'j o II'-O" PL HT. ��J Tf' ° I OH. _ - I f - z - � � -_ --- --- - T I� �ice,'_4 ; 'i, ,/,r/ , �' NO R, Gss 51DEWALL ABOVE LOWER `" I- ROOF t-p o i///// FRAME OH. oj� < z m o 0 OH. NO R N o %j///j OH. a'-O" PL HT. ----- - -1 I� �I I I- - - 0 I 13'-S"DORMER PL HT s I -0 PL HT, o „ SEE DORMER PLAN AT _1; .__ II O PL H 1 �-- --- -_-- � - � O _ I 0 ABOVE 15T FLOOR L =--- _ - o oH. I a'-O" FRONT GARAGE o°0H - OH oo W FALSE DORMER TO BE 11-0 PL HT. BUILT OVER LOWER ROOF WALL PL HT. ABOVE FIRST FLOOR o o II-0 PL HT. _ _ >r { o Q o = o -- � TRU55 RIDGE W/VENT - - �- 2 HR SEPERATION WALL ER UL #336 Q'-0" 4'-10" 8'-4" 5'-2" `'TI �� GABLE END DETAIL SEED AIL I/FW-2 UNIT 2 3 U DETAIL x '4 AREA OF ONE ROOF UNIT 24 AA0380ROOF WEA.vE3 BUILT OVER ANOTHER F 82-5 I B2-5 `l Tod PLATE Hid B-2 (MAGNOLIA) , EW DETAIL NOT TO SCALEB-2 ALT-2 (MAGNOLIA) B 2 -4 CONNECTION-- B2--,41 J NUMBER GUTTERS $ LEADERS INSTALL IGE AND NOTE R: w 2016023 ALL GUTTERS $ LEADERS SHALL BE BAKED WHITE ALUMINUM .032" I LL NOTE 0: NOTE 5: PRE-ENGINEERED RODE UNIT 24 UNIT 2 3 DUET CLUSTER Q SHEET NUMBER WATER SHIELD PER ROOF PLAN MIN. GAUGE, GUTTERS SHALL BE 5 SEAMLESS, O.G. STYLE W/ ALL PRE-ENGINEERED OVERLAY PRE-ENGINEERED SCISSOR TRUSSES W/ 12 MIN. HEEL = MANUFACTURE 5 - (MODEL B- 21Z RELATED i REQUIRED AGGE550RIE5. LEADERSSHALL BE MIN. ROOF TRU55E5 @ 24" O.G. ROOF TRU55E5 @ 24" D.G. HEIGHTS (U.D.N.) @ 24" O.G• (B- 2 ALT 2 ) ROOF PLAN SPEGIPIGATIONS TO DESIGNED BY TRU55 ENGINEER DESIGNED BY TRUSS 0 2"x3", .021" GAUGE W/ CLIPS 4 AN CAULK � SEAL ALL MAINTAIN PRODUCT DESIGNED BY TRUSS ENGINEER =1'-0" JOINTS. PITCH GUTTERS MIN. I/8"/FT. PROVIDE P.V.G. REGEPTOR5 WARRANTY ENGINEER w 2 � 4 8" ABOVE GRADE TO RECEIVE LEADER5.(GL05ED GAP DESIGN). 0 COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED OPTION#I �®o ���� CODE SECTION 10.6.6-EXCEPTION 4: 48" MIN 48" MIN (n DESIGN FIREWALL MAY TERMINATE AT UNDERSIDE ROOF OPTION#2 SECURE ROOF SHEATHING TO G- RUNNER TRACK Z 0J 5HEATHIN6 IF FIRE RETARDANT TREATED CODE 5EGTION 106.6-EXCEPTION 4. W 2"G-RUNNER TRAGK2" -CAULK FOR E _ 5HEATHIN6 15 INSTALLED FOR A D15TANGE OF FIREWALLS MAY TERMINATE AT THE OPTION#I 2 0 WALL RATING 2 HR. 4'-0"ON BOTH SIDES OF FIREWALL � UNDERSIDE OF ROOF NON-RATED SMOKE TIGHT JOINT OVER FINISH RATING _ 120 MIN. SHEATHING PROVIDED THE ROOF 15 METAL EDGE FLASHING OPTION#2 O `Ik (� _ STC RATING - 6b (SFE ITEM 7) 48" 4Pj" PROTECTED WITH 5/8"TYPE SECURE WALL 5HEATHIN6 TO 0 U a- GYPSUM BOARD DIRECTLY BENEATH TYPICAL ROOFING Z w THE UNDER5I0E OF ROOF 5HEATHIN6 G-RUNNER TRACK ( ) 0 ROOF TRU55 O `�✓ " M rn `5 -EXAND 15 SUPPORTED BY 2" LEDGERS � � XA --EXA i ATTAGHED TO THE SIDES OF ROOF U t5 Z)FRAMING FOR A MINIMUM OF 1""I U t� RAKE BOARD-TYP N p o OPTION #2 OF FIREWALL.ALLOW NO OPENIN65 IN ___________ ____ ______ � 2' H STUD TRACK AN 015TANGE OF 4'-0" ON BOTH 51DE5 — — — — ;�.__% •�, a—• G U K FOR SMOKE TI H �` 'F T V cd v, \ ROOF WITHIN 4-0"OF FIREWALL TYPIGAL 51DIN6 x x Z L 2'5 _ rn "`'•, J 1 T OVER EACH 51DE.MINIMUM GLA55 B ROOF L J L O Q LU c Cl) + "-A ', ROOF 5E5® 24 O G SHINGLE TO BE INSTALLED — 1:.....,..� I.,,...:..,.,..,................................z............r............,....... .....,_.._..._..--r—. ...,.................... 2 TUD5 CONTINUED TO UNE IDE 12 VERTICALLY +E 12 HORIZONTALLY to — _ _ -...... 00 .............. ..,•.,•.,..,....,•.,..,,..,• F 5HEATHIN6 F U5 HIDDEN METAL FLASHING: o ca V Of AI SPACE EA. SIDEOPTION#I 2x4 LEDGERS W/ OPT.#2 (TYP.) -- • : •• S. ,x;:,;'r'•;�. ''• z 2x2 x2 y2 LONG � _ _ a�.�.. OPTION#2 a '• / �-,4XWM .063 U56 ALUMINUM WMIN5TALL "TREATED PLYWOOD 5HTG BREAKAWAY GLIPS ;••--•-••••••...•• ,�i:'4" MIR SPACE � C�YP. BD. OR MINERAL FOR MIN 48"OUT, IF LOWER ROOF 15 5EGURE ROOF %,5; WOOL FIRE BLOCKI LESS THAN 30" BELOW HIGHER ROOF TYPICAL ROOFING _ 5HEATHIN6 TO TRU CONFIGURATION �, 3 I/2' (R-13) f5ATT ASW (LIPS OR .060 USCF - ___-_______ ___________ .063 U56 ALUMINUM Z ALUM ANGLE CLIPS x� �x V x L BREAKAWAY 6LIP5 — ---....,...•......----.EX POSED w _......-------.........._.._.......__:_.._..-AREA S1.'-TMb%1'10\2 WALL- I„ AIR SPACE DOUBLE H-STUD TRACK I"AIR SPACE I" AIR 5PAGE U -, ,.,1 r•, :., _ r"'A SCREWED BACK TO BAGK � � � j ` 'moi `�,_,�� �� ti• :��3 (2) PIECES G.P.TOU6!�R GK I" FIREGUARD I/2"GYP.BD ((j - - FILL I" CAVITY AT FLOORS AND 6R,l T r; ,% r,t DOUBLE H STUD BOARDS W/F BER FINI H OER N BOTH + BACK TO BACK OR MINERAL �.www„wwwwwwwwwwww,•lwwwwwwwwwwwwnd.w.,...,.----- Y•.i.,,.�__,..—wwwwwww-N••••,++++•,tv••••;•••�;••;•••y L <"•-,r:,y..�:'•... .. ........�. r/fj' ••-.___.... ..• T.” „,.•• -- , CEILING, W/ O IN GYP BOARD SIDES AND ED6E5 l�j %f I Urti.. -- ----..... ------ \.. • ._.........— � I" AIR SPACE WOOL FIRE BLOCKING . . 1 ........::': :.:::::':::::::::::... -... _ . . .................. '.':.:._. :::..::. ._ "`e ' r--........ • _ (2) PIECES G.P. TOU6HROGK I" - 2" H-STUD TRACK 'I I / -`� Ln ^. ... >..�...: �.............. .. _.. . ...:;; _ FIRE6UARD TYPE "X" 5HAFTLINER, O Cn IS � • •-•i � _�_ ,.I ,.�, , i 2x4 P.T. SILL PLATE \ •, � , ;j--:�� •;�• WATER PROOF BOARDS W/ � —7 Qj� (/��\��I 1 sS �. ''»� ',a ,l.i 'ri 7.� L r/ r 1;: *,� ' �y�;` I FIBERGLASS FINISH ON BOTH SIDES ❑ "PACE, 3/4" T460515 _ __. ---. <. .. .... ,. r- x... .. ...I AND ED6E5 FIRST FLOOR kms. ti�.�.. a ...�..--- :10.. \cr ........._— 314" AIRS r 5UBFLOOR - GLUED d r, RIM J015T PER FLR J015T MANUF. x OPTION#1 , 3 SCREWED - RUN CODE 5EGTION 106.6-EXCEPTION 4: CONTINUOUS BETWEEN JOISTS PER PLAN FILL I"CAVITY AT FLOORS AND CEILING W/ r ROOF TRU55 FIREWALL MAY TERMINATE AT f� PLATES AT EXTERIOR ,'.:-> GYP.BOARD OR MINERAL HOOL FIRE UNDERSIDE ROOF 5HEATHIN6 IF FIRE 4L� FJ -1R` � JO I. WALL (2) 2x4 P.T.SILL PLATE BLOCKING '� 063 USG ALUMINUM RETARDANT TREATED 5HEATHIN6 115 O iS)�t}S .ED�{t� �i. E)'; E.}?bS ~� EtR-{s�€ ) :`• '%''S' BREAKAWAY CLIPS F 4 INSTALLED FOR A DISTANCE 0 -0" A w ON BOTH SIDES OF FIREWALL w T a, �;��• .�: '� (R-13) CLOSED CELL SPRAY FOAM INSUL i",p ANGHOk BOLTS (14" LONG + W 1"�1 ;'� SI'�*i� ) ��„ AIR SP1'4Cr_ .° �: �� �� � --__ �}�RZ $PA(_ ALONG INSIDE FACE OF FIND.WALLS- FULL HT ;'' '. ° 3" HOOK,8"MIN EMBEDMENT) OR OPTION#2 � • t i OR DRAPED BLANKET INSULATION � I„ _ _ _ .-�� GODS SECTION 10.6.6-EXCEPTION 4: ! ! d ADHESIVE ANGHOR5 W/3X3 X4 -•;' ------_-• ,_ti !` ,-r�- ' ;r;c" ?T "Y"' WASHER PL e 24" OIG. FIREWALLS MAY TERMINATE AT THE UNDER51DE OF ROOF m r;: `''�/ `> ti " `'`•`'`i ' '} i;f:, (I) #4 HORIZ.REBAR NON-RATED 5HEATHIN6 PROVIDED THE ROOF 15 PROTECTED WITH '�"`flJ/';') \ ''ti, ' i '''` `•`i\� _ 'fl''rr`'•' ' I ° 5/8" TYPE "X" GYPSUM BOARD DIRECTLY BENEATH THE UNDERSIDE ❑ # 2 HR FIREWALL SEPERATION DETAIL n J,6 (I) 4 HORIZ. REBAR® MID _� = BASEMENT 4 OF ROOF SHEATHING AND IS SUPPORTED BY 2 LEDGERS I I,. `•.', „�i; „_ M ! , ; . : t "' -r = HEIGHT OF WALL STORY ° ATTACHED TO THE SIDES OF ROOF FRAMING FOR A MINIMUM OF }*'••'� '\•' `''� y'•t -•`}' •�'�r f �i� i 4'��ti•5 =y �1 r � ° ~w N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 DISTANCE OF 4'-0" ON BOTH 51DE5 of FIREWALL.ALLOW NO }: < ., �• �; 'i i. ' 12„ n OPEN N65 IN ROOF WITHIN 4-o" OF FIREWALL EACH SIDE.MINIMUM !.• , FOUNDATION WALL ON 24 x12 TYPICAL BASEMENT SLAB U 6LA55 B ROOF HIN6LE TO BE INSTALLED. ? '�, ° 4"P.G.SLAB IN.2500 P51 5TG RATING `' s �k•' + P.G. FOOTING * !M cn J ". ` ' GONG) . ...7. r, i�,`. •,`�, -' .�_. _.. _;=/ '� U56 BROCHURE 5A100 (1 IRE RESISTANT OPTION#1 Q % '$ rF. VAPOR BAPRIER H �.... •, ° *T ASSEMBLIES) (ODE 5EGTION 106.6-EXCEPTION 4: d AMP d FILL TO Q5:5 DENSITY (n ` , ';'f i'..f,, ,• - --,, E .+. ,;�v `1 f`:;''i; ,�, ° PAGE 22 (AREA SEPARATION WALL # f- U ° FIREWALL MAY TERMINATE AT UNDER5IDE ROOF OPTION 2 ,� i: ; f; .� ; _ ',+ ' ••. :! ; ( ; •;:+ ° ° SYSTEMS) 5HEATHIN6 IF FIRE RETARDANT TREATED CODE SECTION 106.6-EXCEPTION 4: Z i'•+'•, + ''�\'E'�:; ':; / "�'-' •t r +�'\' t ~ ' ° TEST #UL DE5 0341 A FIREWALLS MAY TERMINATE AT THE C 5HEATHIN6 15 INSTALLED FOR A DISTANCE OF a 4'-0" ON BOTH SIDES OF FIREWALL ., d ° UNDERSIDE OF ROOF NON-RATED � 4. AGOUSTIGAL PERFORMANCE = 5TG 60 „ �� SHEATHING PROVIDED THE ROOF 15 U HORIZONTAL #4 ° TEST #RAL-TL-88-350 48 48 PROTECTED WITH 5/8 TYPE X 0 ° BASED A 2x4 FRAME WITH MIN. 3 GYPSUM BOARD DIRECTLY BENEATH c ° THE UNDERSIDE OF ROOF 5HEATHIN6 ° a MINERAL WOOL BATT AT EACH 51DE AND 15 SUPPORTED BY 2" LED6ER5 SECTION 1201.2 OF 2015 IBG- WALLS, EXA ATTAGHED TO THE 51DE5 OF ROOF SEPARATION WALL: (Max HE:ight - 66 ft) PARTITIONS AND FLOOR/GEILIN6 X X FRAMING FOR A MINIMUM OF A55EMBLIE5 SEPARAT!N6 DWELLING 2' H STUD TRACK AN D15TANGE OF 4'-0"ON BOTH 51DE5 I. F=loor, Intermediate or Top Wall -- 2 in. wide channel Sha ed with I in. Ion les formed from No. 25 M56 alv Steel, secured with Suitable 2 HR FIREWALL SEPERATION DETAIL (::E:) UNITS FROM EACH OTHER OR FROM G U K FOR SMOKE TI H OPTION #2 OF FIREWALL. ALLOW FI OPENINGS IN F P g g g Fasteners Spaced 24 in. OC'. FW2 PUBLIC OR SERVICE AREAS SHALL HAVE _101W OVER ROOF WITHIN MINIMUM OF FIREWALL N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS A STG OF 50 OR MORE. EACH SIDE. MINIMUM GIL ED B ROOF 2. Metal 5tud5 -- Steel members formed from No. 25 M56 galy steel having "H" -shaped flanged spaced 24 in. OG; overall depth 2 in. and 2x TUD5 CONTINUED To UNE IDE ROOF T 55E5® 24" O.G. SHINGLE TO BE INSTALLED PROVIDED 5TG-60 0 R OF 5HEATHIN6 ui Vi CS � flange width I-3/8 in. USG AREA SEPARATION WALL SYSTEM UL# U336; _ .- 3. Cyp5um Board* -- Two layers Of I in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted TEST #RAL-TL-88-350; STC = 60 I" AI 5PAGE EA. SID o N NIN IN M �' into "H" -shaped studs. TYPICAL FRAME WALLS G6G INC, -- Type SLX. UNITED STATES GYPSUM GO -- Type 5LX (2)PIECES G.P. ET0U6HROGIK AFT r' UNRATED FIREGUARD TYPE "X" 5HAFTLINER, C�YP. BD. OR MINERAL U56 MEXICO 5 A DE G V - Type SLX. wlNDow WATER PROOF BOARDS W/ WOOL FIRE BLOGKI z FIBERGLA55 FINISH ON BOTH SIDES z ANDECGES ASW CLIPS OR .D(3 USCF � z � �, d PROTECTED WALL: (Bearing or Nonbearing Wall) ALUM ANGLE CLIPS o 2 0 °-° o o z w 2 HOUR FIRE 5EPERATION " � D L0 Q D S2 g -' U) Hood Studs -- Nom 2 b 4 in. max spacing 24 in. OG. Studs cross braced at mid-hei ht where neceSsar for clip attachment. Min 3/4 in. wAu SHOHN HATCHED I AIR 5PAGE DOUBLE H-STUD TRACK ' - - a Q `� 4. Woo y p g g y P SCREWED BAGK TO BAGK � W � > N 5e oration between wood framing and Fire separation wall. W p IOE�NOKIZONTAL CONTINUITY: 4A. Steel Studs -- (As on alternate to Item 4, not shown) -- For Bearing Wall Rating - Gorro5ion protected steel studs, min No. 20 M56 FIR WALL5 SHALL BE GONTINUOU5 FROM DOUBLE H-STUD TRACK 5GREWED � EX'RIOR MALL TO EXTERIOR WALL FILL I" CAVITY AT FLOORS AND N (0.032q in., min bare metal thickness) Steel or min 3- I/2 in. wide, min No. 20 656 (0.036 in. thick) poly Steel or No. 20 M56 (0.033 in. thick) BACK TO BACK CEILING W/GYP. BOARD OR MINERAL primed steel, cold formed, shall be designed in accordance with the Current edition of the Specification for the Design of Gold-Formed Steel I AIR SPACE WOOL FIRE BLOCKING Structural Members b the ,American Iron and Steel Institute. All design details enhancing the Structural integrity of the wall o55embl includin UNRATED 2" H-STUD TRACK STG 1�TING y g g g y y, g WINDOW (2) PIECES 6.P. TOUGHROGK I" 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 CODE SECTION 106.5 EXCEPTION #2 FIRE6UARD TYPE "X" 5HAFTLINER, U56 BROCHURE SA100 (FIRE RESISTANT applicable local code agencies. The max stud Spacing of wall assemblies shall not exceed 24 in. OG. 5tud5 attached to floor and Ceiling UNSPRINKLERED BUILDINGS: L _ 2x4 P.T. SILL PLATE I- H WATER PROOF BOARDS W/ ASSEMBLIES) Z tracks with 1/2 in. long Type 5-12 steel 5crew5 on both sides of studs or by welded Or bolted connections designed in accordance with the FIRE RETARDANT TREATED _ FIBERGLA55 FINISH ON BOTH SIDES GARAGE PAGE 22 (AREA SEPARATION WALL W A151 spec ification5. Top and bottom tracks shall consist of steel members, min No. 20 M56 (0.032q in., min bare metal thickness) steel or min SHEATHING To EXTEND 4'-0" ON _ CODE SECTION"106.5 EXCEPTION #3 AND EDGES UNEXGAVATED TYPICAL SYSTEMS) 0 BOTH SIDES OF FIREWALL AND BUILDINGS EQUIPPED W/ NFPA 13 OR 6ARA6E 5LAB I TEST #UL DE5 U341 O w m No. 20 656 (0.036 in. thick:) galy Steel Or No. 20 M56 (0.033 in. thick) primed Steel that provide a sound structural connection between OFFSET WALL NFPA 15R SPRINKLER: *4"P.G.5LAB(MIN.3500 P51 GONG) ACOUSTICAL PERFORMANGE = 5TG 60 W steel studs, and to adjacent assemblies such as a floor, Coiling, and/or other walls. Attached to floor and coilingassemblies with steel FIRE RETARDANT TREATED 5HEATHIN6 ° REINFORCED WITH bxb,10/10 W.W.M. W .. 0 Lii ° d ° zz *TAMP d FILL TO 95%DENSITY TEST #RAL-TL-88-350 W w J gAT FIREWALL END b" WIDE x FULL D = a fasteners Spaced not greater than 24 in. O.G. Studs cross ed with Stud framing at m!dheight where necessary for clip attachment. Min 4'-0" MIN. 4'-0" r, �. (1) #4 HORIZ. REBAR *SLOPE GARAGE 5LAB DOWN 2" BASED ON 2x4 FRAME WITH MIN. 3" o 3/4 in. separation between steel framing and area Separation wall. F=inish rating has not been evaluated for Steel Studs. HEIGHT of FIREWALL a I TOWARDS GARAGE DOOR MINERAL WOOL BATT AT EACH SIDE � 4B Steel Studs -- As on alternate to Items 4 and 4A, for use in Gonfigurotion B only, not shown) -- For Nonbearing Wall Rating - Ghonnei 4 2 HR FIREWALL SEPERATION DETAIL 2 ° SECTION NS AN F OOR IBG- WALLS, W 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 d L� PARTITIONS AND FLOOR/GEILIN6 in. OG. Studs 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 M56 N.T.S. FW2 ° A55EMBLIE5 SEPARATING DWELLING UNITS OFF-SET EXTERIOF �dALLS ° FROM EACH OTHER OR FROM PUBLIC OR ❑ corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fo5tener5 24 in. OG a SERVICE AREAS SHALL HAVE A 5TG OF 50 w max. Studs cross-braced with stud framing at midheight where necessary for clip attachment. Min 3/4 in. separation between steel framing and OR MORE. U area separation wall. Finish rating has not been evaluated for Steel Studs. ——2 HOUR FIRE SEPERATION (1) #4 HORIZ.REBAR 0 MID ° 6 sum board attached to TYPICAL FRAME HAL WALL SHOWN HATCHED HEIGHT OF WALL STORY n PROVIDED STG=60 5. Gypsum Board -- Classified or Unclassified -- Min I/2 1n, thick, 4 ft wide, applied either horizontally or vertically. yp a ,P ANCHOR BOLTS (14 studs with I-I/4 in. long steel drywall nails spaced 8 in. OG. Vertical Joints located over studs. (Optional) Joints covered with paper tape and LONG + 3" HOOK,e" MIN J Joint compound. Nail heads covered with joint Compound. ° EMBEDMENT) OR ADHESIVE Z ° NOTE: UL #336 EXCEEDS CURRENT FIRE CODE U' o o vUi 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 5crew5 3/8 in. long to UNIT UNIT < 12" FOUNDATION WALL ON 24"x12" ANCHORS W/3"XTXa" 5TANDARD5 AND REDUGE5 SOUND TRANSFER v� "H" studs and with Type W 5crew5 1-I/4 in. long to wood framing through holes provided in clip. UNRATED WINDOWS WASHER PL Q 24" o/G. BETWEEN UNITS o EREDgR �� �� AND DOORS P.G. FOOTING ° 6A. Glip placement (Item 6) for separation walls up to 23 Ft high. Space clips a max of 10 ft OG vertically between wood framing and H U �i SOB II�r �y ° studs. d° ~ cy�`� im 6B. Glip placement (Item 6,i for Separation walls up to 44 ft high. Space clips o5 described in Item 6A for upper 24 ft. Remaining wall area ' — — '� C7 below requires Clips spaced a max 5 ft OG vertically between wood framing and H studs. Mm 6G. Glip placement (Item 6) for separation walls up t0 66 ft high: Space clips o5 described in Item 6A for upper 24 ft. Space clips as ° cU) described in item 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips spaced a max of 40 in. OG vertically S„ d 46, 8�0 between wood framing and "H" studs. UNRATED SIDING (TYP) ° HORIZONTAL #4 ° a ❑ OF NEW .(O 1. Non-Bearing Wall Partition Intersection -- (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two Sin. long 4-0MIN. 4-0 MIN. ° IOd nails spaced a max. 16 in. OG. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long IOd nails spaced a max 16 ° ° JOB NUMBER • CODE SECTION 106.5 EXCEPTION #3 d ° UNITS 2 32016023 in. OG. vertically. Intersection between partition wood studs to be flush with the 2 b 4 in, studs. The wall artition wood studs are to be ADE SECTION 106.5 EXCEPTION #2 y p BUILDINGS EQUIPPED W/NFPA 13 OR NFPA 13R SPRINKLER: framed with a second 2 by 4 in. wood stud fastened with 3 in. long IOd nails Spaced a max. 16 in. OG. vertically. Maximum one non-bearing wall FIRE RETARDANT TREATED SHEATHING AT FIREWALL END 8" WIDE x UNSPRINKLERED BUILDINGS: partition intersection per stud cavity. Non-bearing wall partition stud depth Shall be at a minimum equal to the depth of the wall. FULL HEIGHT of F1REHALL FIRE RETARDANT TREATED SHEATHING TO EXTEND 4'-O" 2 HR FIREWALL SEPERATION DETAIL 9 GARAGE 5 - w ON BOTH SIDES OF FIREWALL (M O D EL B 2 ) = SHEET NUMBER Bearing the UL Classification Mark 2 HR FIREWALL SEPERATION DETAIL � N.T.S. SEE CLUSTER FOUNDATION PLANS FOR LOCATIONS FW2 �- USG AREA SEPARATION WALL SYSTEM UL# U336; 24 (B- 2 ALT- 2 ) - 1 Lost Updated On 2010-10-21 N.T.S. AT FLUSII' GONDITION FW2 TEST #RAL-TL-88-350; STC = 60 wo COPYRIGHT GRCH ARCHITECTURE P.C. 2017: ALL RIGHTS RESERVED