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1148 Oak St Use BLUE or BLACK Ink L - ~a~ - p 1-----------------, /t C ~ I For Office Use { 0 O l ~C I City of EaV Permit 23, 2tv 3830 Pilot Knob Road 5 q 23, 2+~ ; Permit Fee 59 Eagan i4IN 55122 j E I Phone: (^51) 675-5075 Date Raceived: l l Fax: (651) 675-5694 , Staff: (a w- A12~ WERCIAL BUILDING PERMIT APPLICATION Date: 8/9/2012 Site Addres:_. UNIT ADDRESS. i1 UNIT TYPE Taaars6a~e; J 1 ~J V= (Tenant is: New 1 ~ Existing) faite-#: Former Tenant: Name: Northwood Family Housing LP Phone: 651-675-4400 i PROPERTY OWNER Address/ City / Zip: 1228 Town Centre Dr., Eagan, MN 55123 t Applicant is: Owner _ Contractor X Construct 47 townheme units in 9 buildings, TYPE OF WORK Description of work: roads, and site improvements. Construction Cost: Total project cost: $5,127,000.00 Name: CIS Construction Services, Inc. License Address: 11124 Zealand Ave. N. City: Champlin CONTRACTOR State: MN Zip: 55316 Phone: 763-569-4020 Contact: Jason Barrett Email: Jason@cbsconstruct.com Name: LHB Registration 17402 ARCHITECT/ Address: 250 3rd Ave. N., Suite 450 City: Minneapolis ENGINEER State: MN Zip: 55401 Phone: 612-752-6957 Contact Person: Roger Purdy Email: roger.purdy@lhbcorP-com Licensed plumber installing new sewer/water service: J-Bend Mechanical Phone 320-656-0847 NOTE: Plans and supporting documents that you submit are considered to be public Information. Portions of- the Information may be classified as non-public if you provide specific reasons that would permit the City to that they are trade secrets. CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. wawv.aopherstateoneca, ll.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and worst is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which rV a review d approval of plans. x Jason Barrett, V.P., P.M. x ,-ate Applicant's Printed Name Applic4nVisignaTum- Page 1 of 3 V DO NOT WRITE BELOW THIS LINE • SUB TYPES I/ 0 Ofi~ S4-, _ Foundation _ Fireplace Porch (3-Season) _ Storm Damage Single Family _ Garage _ Porch (4-Season) _ Exterior Alteration (Single Family) V1 Multi _ Deck _ Porch (Screen/Gazebo/Pergola) _ Exterior Alteration (Multi) 01 of Plex Lower Level Pool Miscellaneous Accessory Building W RK TYPES New Interior Improvement _ Siding _ Demolish Building* Addition Move Building Reroof _ Demolish Interior Alteration _ Fire Repair _ Windows _ Demolish Foundation Replace _ Repair _ Egress Window _ Water Damage _ Retaining Wall *Demolition of entire building - give PCA handout to applicant 5 S, 0 oU DESCRIPTION Valuation Occupancy 16G R • 2. MCES System Plan Review ✓ Code Edition 7-0-P& ARC, SAC Units If (25% v//1 00% Zoning PO City Water ✓ Census Code Stories 2 Booster Pump # of Units / Square Feet /3 to PRV # of Buildings Length Fire Sprinklers Ko Type of Construction V • Is Width RE UIRED INSPECTIONS Footings (New Building) -y Meter Size: Footings (Deck) Final / C.O. Required Footings (Addition) Final / No C.O. Required ✓Foundation HVAC _ Gas Service Test Gas Line Air Test Drain Tile / / Other: r-/~ CA'rL'1Af Z-✓ Roof: ✓ Ice & Water / Final Pool: -Footings Air/Gas Tests -Final Framing --v7 Siding: -Stucco Lath -Stone Lath -Brick Fireplace: -Rough In -Air Test -Final Windows ✓Insulation Retaining Wall: Footings _ Backfill _ Final {Sheathing ~ Radon Control :::ZSheetrock I✓ Erosion Control Reviewed By: Cdr` G , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL Page 2 of 3 Page 1 Residential Heat Loss and Heat Gain Calculation 8/23/2012 In accordance with ACCA Manual J Report Prepared By: J-Berd Mechanical I ~f 0"19 For: Northwood Family Housing 1148 Bldg #4 Unit 61 Lexington Ave & Northwood Parkway Eagan, Minnesota Design Conditions: Eagan Indoor: Outdoor: Summer temperature: 72 Summer temperature: 88 Winter temperature: 70 Winter temperature: -15 Relative humidity: 55 Summer grains of moisture: 98 Daily temperature range: Medium Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 1,018 sq.ft. 17,728 3,409 21,137 50,759 (2tons ) First Floor 13,166 2,036 15,202 37,668 Entire First Floor 563 sq.ft. 13,166 2,036 15,202 37,668 Infiltration 850 1,116 1,966 9,578 -Tightness: Av Winter ACH: 1.06 ;Summer ACH:.5 People 4 1,200 920 2,120 0 Floor 563 sq.ft. 0 0 0 1,606 - Concrete slab on grade; Concrete; 2 in. edge R - 11 W Wall 267 sq.ft. 314 0 314 1,362 - Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 25 sq.ft. 1,320 0 1,320 1,893 - Single pane; Vinyl frame; Clear glass - Draperies or blinds; Coating: None (clear glass); No outside shading. Window (2) 12 sq.ft. 634 0 634 909 - Single pane; Vinyl frame; Clear glass - Draperies or blinds; Coating: None (clear glass); No outside shading. N Wall (2) 47 sq.ft. 55 0 55 240 - Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Door 21 sq.ft. 151 0 151 655 - Metal; Fiberglass; Storm S Wall 96 sq.ft. 113 0 113 490 - Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 30 sq.ft. 864 0 864 2,272 - Single pane; Vinyl frame; Clear glass - Draperies or blinds; Coating: None (clear glass); No outside shading. Page 2 Northwood Family Housing 8/23/2012 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Glassdoor 42 sq.ft. 1,462 0 1,462 3,534 - Sliding glass door; Single pane; Wood or vinyl frame; Clear glass - Roller shades; Coating: None (clear glass ; No outside shading. E Wall 286 sq.ft. 505 0 505 2,188 - Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Door 18 sq.ft. 208 0 208 903 - Metal; Fiberglass; No storm N Wall 95 sq.ft. 168 0 168 727 - Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Ceiling 455 sq.ft. 5,223 0 5,223 11,100 - Under ventilated attic; Wood decking, no insulation; Dark Ceiling (2) 108 sq.ft. 99 0 99 211 - Under unheated room; R-44 (14 inch); Dark Second Floor _ 4,562 1,373 5,935 13,091 Entire Second Floor 455 sq.ft. 4,562 1,373 5,935 13,091 Infiltration 344 453 797 3,883 - Tightness: Avg.; Winter ACH: 1.06 ; Summer ACH:.5 People 4 1,200 920 2,120 0 Floor 455 sq.ft. 0 0 0 0 - Over conditioned space W Wall 192 sq.ft. 226 0 226 979 - Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none N Wall 160 sq.ft. 188 0 188 816 - Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none S Wall 100 sq.ft. 118 0 118 510 - Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 30 sq.ft. 864 0 864 2,272 - Single pane; Vinyl frame; Clear glass - Draperies or blinds; Coating: None (clear glass); No outside shading. Window (2) 30 sq.ft. 864 0 864 2,272 - Single pane; Vinyl frame; Clear glass - Draperies or blinds; Coating: None (clear glass); No outside shading. E Wall 192 sq.ft. 339 0 339 1,469 - Wood frame, with sheathing, siding or brick; R-11 3 1/2 in.; none Ceiling 455 sq.ft. 419 0 419 890 - Under ventilated attic; R-44 (14 inch); Dark Whole House 1,018 sq.ft. 17,728 3,409 21,137 50,759 (2tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only, actual loads may vary due to weather and construction differences. New Construction Energy Code Compliance Certificate Per N1101,8 Building Certificate. A building certificate shall be posted in a permanently visible location inside the building. The Date Certificate Posted certificate shall be completed by the builder and shall list information and values of components listed in Table N) I OLR. Mailing Address of the Dwelling or Dwelling Unit City Name of Residential Contractor MN License Number THERMAL ENVELOPE RADON SYSTEM Type: Check All That Apply Passive (No Fan) o e P Active (PVith fart and mwiomeier or F a other syslem nlonnortrlg device ) ~ V ❑ ^ ~ 0. w d m ]a U b c T > ° ti w ° P X ° Insulation Location z ° d O W m O A ra = eo m F°- S z Other Please Describe Here Below Entire Slab Foundation Wall J Type in location: Interior exterior or integral Perimeter of Slab on Grade Rim Joist (Foundation) Type in location: interior exterior or integra! Rim Joist (Lt Floor+) Type in location: interior exterior or integral Wall 01, ~3CC4.C)llii Ceiling, flat 411 Ceiling, vaulted Bay Windows or cantilevered areas Bonus room over garage Describe other insulated areas Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC): R-valu 9 MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System Not required per mech. c " e Fuel Type l~f f`► Passive Manufacturer aF14, l IG / ' Powered _ Interlocked with exhaust device. Model Describe: edl!(iC111~ ZA/ ! LI Input in Capacity in ~1 Output in Other, describe: Rating or Size BTUs: (.r'evo Gallons: V Tons: Heat Loss: I1 Heat Gain: ) Location of duct or system: Structure's Calculated Tb V 7 S`I -wl ~l / AFUE or SEER: ~r HSPF~ $5~ y FI.~J4 / Cfm's Efficiency " round duct OR Mechanical Ventilation System " metal duct Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace): Not required per mech. code Select Type Passive Heat Recover Ventilator (HRV) Capacity in cfms: Low; High: Other, describe: Energy Recover Ventilator (ERV) Capacity in cfms: Low: High: Location of duct or system: Continuous exhausting fan(s) rated capacity in cfms: Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms "round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct Created by BAM version 052009 Minnesota Rules, Chapter 1346. http://'wwu,.revisor.leg.state.mn.us/bin/getpub.php?pubtype=RUL... interlocked and matched to the airflow of the exhaust system, additional makeup air is not required. 6. When a solid fuel appliance is installed in a dwelling constructed prior to 1994, makeup air quantity shall be determined by using IMC Table 501.4.3(3) and shall be supplied according to IMC Section 501.4.2. Exception: if a closed combustion solid fuel burning appliance is installed with combustion air in accordance with the manufacturer's installation instructions, additional makeup air is not required. Exception: Makeup air is not required in Items 1 to 6 when any of the following are demonstrated: 1. A test is performed according to ASTM Standard E1998-99, Standard Guide for Assessing Depressurization-Induced Backdrafting and Spillage from Vented Combustion Appliances, and documentation is provided that the vented combustion appliances continue to operate within established parameters of the test. 2. A test approved by the building official verifies proper operation of vented combustion appliances. Table 501.4.1 Procedure to Determine Makeup Air Quantity for Exhaust Equipment in Dwellings One or multiple One or One atmo Multiple power vent multiple spherically atmo- or direct fan-assisted vented gas spherically vent appliances or oil vented gas or appliances and power appliance or oil or no vent or one solid appliances or combustion direct vent fuel solid fuel appliancesA appliancesB applianceC appliancesD 1. Use the Appropriate Column to Estimate House Infiltration a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned. floor area (sf) ~ (including unfinished basements) Estimated House Infiltration (cfm) : [1a x lb] 2. Exhaust Capacity a) continuous . exhaust- =j 11 I ~ a only ventilation system (cfm) : Minnesota Rules, Chapter 1346. http:llwunv.revisor.leg.state.mn.ustbin/getpub.php?pubtype=RL L... (not applicable to balanced ventilation systems such as HRV) kN b) clothes dryer 135 135 135 135 ( 1~ C) 80% of largest exhaust V ' rating l7 (cfm) : l~ (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) d) 80% of next largest exhaust not rating appli- (cfm): cable (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Total Exhaust 2- Capacity (cfm) [2a+2b+2c+2d] 3. Makeup Air Requirement a) Total Exhaust Capacity (from above) b) Estimated House Infiltration/5( (from YY above) Makeup Air Quantity (cfra) : / <J [3a - 3b] (if value is negative, no makeup air is needed) y~ 4. For Makeup Air Opening Sizing, refer to Table 501.4.2 A Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances. H Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included. C Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance. D Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. Table 501.4.2 1346.6012 MINNESOTA MECHANICAL AND FUEL GAS CODES ~t~>~ 1 2 9 900 675 675 450 9.5 950 713 713 475 10 1.000 750 750 500 10.5 1,050 788 788 525 11 1,100 825 825 550 11.5 1,150 863 863 575 12 1,200 900 900 600 12.5 1,250 938 938 625 13 1,300 975 975 650 13.5 1.350 1,013 1,013 675 14 1,400 1,050 1.050 700 14.5 1,450 1,088 1,088 725 15 1,500 1,125 1,125 750 15.5 1,550 1.163 1;163 775 16 1,600 1,200 1,200 800 Statutory Authority: MS s 326B.101; 326B.106; 326B.13 History: 3=l SR 537 Posted: October. 23, 2009 1346.6012 IFGC APPENDIX E, WORKSHEET E-1. IFGC Appendix E, Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted X Direct Vent Input: (Not fan assisted) & Power Vents C< Btu/hr Water Heater: Draft Hood Fan Assisted X Direct Vent Input: l ~l~ 1 (Not fan assisted) & Power Vent L4Oj C C-~ Btu/hr Copyright ZC2009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 93 MINNESOTA MECHANICAL AND FUEL GAS CODES 1346.6012 Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 Step 3: Determine Air Changes per Hour (ACH)' Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known; use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. 4a. Standard Method Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method Total Btu/hr input of all fan-assisted and power vent appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find Required Volume Fan Assisted (RVFA) RVFA: ft3 Total Btu/hr input of all non-fan-assisted appliances Input:5 Btu/hr Use Non-Fan-Assisted Appliances column in Table E-1 to find Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3 Total Required Volume (TRV) = RVFA + RVNFA RV = + 0 _ ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Copyright 02009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 1346.6012 MINNESOTA MECHANICAL AND FUEL GAS CODES 94 Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = I - _ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: o Btu/hr Combustion Air Opening Area (CAOA): Total Btu/hr divided b_v 3000 Btu/hr per in CAOA = /3000 Btu/hr per in2 = in Step 8: Calculate Minimum CAOA. Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in Step 9: Calculate Combustion Air Opening Diameter (CAOD) CAOD = 1.13 multiplied by the square root of'Minimum CAOA CAOD = 1.13 Minimum CAOA = in 'If desired; ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. Statutory Authority: MSs326B.101: 326B.106; 326B.13 History: 34 SR 537 Copyright C%2009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. 95 MINNESOTA MECHANICAL AND FUEL GAS CODES 1346.6014 Posted: October 23. 2009 1346.6014 IFGC APPENDIX E, TABLE E-1. IFGC Appendix E; Table E-1 Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances) Known Air Infiltration Rate (KAIR) Method (ft3) Fan Assisted Non-Fan-Assisted Standard Input Rating Method (Btu/hr) (ft3) 1994' to Present Pre 1994' 1994' to Present Pre 1994' d 0 O 5,000 250 375 188 525 263 10,000 500 750 375 1.050 525 15,000 750 1,125 563 1575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2.625 1313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1313 3,675 1838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3;750 1,875 5,250 2;625 55.000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2;250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75.000 3,750 5,625 2,813 7,875 1 80,000 4,000 6,000 3,000 8,400 4;200 85,000 4,250 6,375 3,188 8,925 4,463 90.000 4,500 6,750 3,375 9;450 4,725 95,000 4,750 7,125 3.563 9.975 4,988 100,000 5,000 7,500 3,750 10,500 5.250 Copyright 02009 by the Revisor of Statutes,- State of Minnesota. All Rights Reserved. 1346.6014 MINNESOTA MECHANICAL AND FUEL GAS CODES 96 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8,625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12;600 6,300 125,000 6,250 9,375 4,688 137125 6,563 130,000 6,500 9,750 4,875 13,650 6;825 135,000 6.750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7.500 11,250 5;625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180;000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7;125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200.000 10,000 15.000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,763 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8;438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 ' The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. Statutory Authority: MS s 326B.101; 326B.106; 326B.13 History: 34 SR 537 Posted: October 23, 2009 Copyright 'x'2009 by the Revisor of Statutes, State of Minnesota. All Rights Reserved. SI.Dto 4i-4 ti4-S oarV-5r'. (13LOCK-PAkitrr lot.2-6-4) Job Truss T'russ Type Qty Ply 121000F 111 CO *ICN 22 1 Repaired Job Re`eren a (op'ional) p81.,1 Truss €nc., =sant), MN 55040 1-1-5-01 5-9-1 5-9-1 1-5-0 The break is at the bottom chord splice and goes about 3" to the left. The splice is 8"-8" from the right end of the truss 11-5-8 5-8-7 ( 17-1-15 7.230 5 Apr 22 2010 MTek ,ndustnes. Inc. Wed Feb 27 09:21:58 2013 Page 1 22-8-0 445 II 12 ,y w 4x7 4 g �' L _ 5-8-7 5-6-1 Scale 1:68.3 Add (610") 2x4 SPP #2 to Each Side Nail 1 2d @ 4" O.C. 2x4 11 7-4-7 15-6-9 22-8-0 7 2x4 11 7-4-7 8-2-2 7-1-7 Pate Offsets (KY): f2:0-2-15.0-2.01. [3:0-2-8.0-3-01 LOADING (psi) TOLL 35.0 (Ground Snow=50.0) TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1,15 Rep Stress Incr YES Code IBC2006.1P12002 CSI TC 0.81 BC 0.41 WB 0.62 (Matrix) DEFL in (loc) 1/dell Lid Vert(LL) -0.13 8-10 >999 360 Vert(TL) -0,25 8-10 >999 240 Horz(TL) 0.01 7 Na n'a Wind(LL) 0.02 8-10 >999 240 PLATES GRIP MT20 197/144 Weight: 124 lb Fr = 0% LUMBER TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 WEBS 2 X 4 SPF Stud BRACING TOP CHORD BOT CHORD REACTIONS (lb'size) 11=1264,'0-5-8 (min. 0-2-0), 7=1114JMechanical Max Harz 11- ;31(LC 6) Max Uplifts 1= 115(LC 7). 7=-65(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown, TOP CHORD 2-3=-1244+122.3-12= 1159,'238.4-12=-971?264,4-13=-9511260, 5-13=-1153'218, 5-6=-1215::120.2-11=-1235'131, 6-7=-1086'80 BOT CHORD 10-11=-334.''306.9.10=-66/544, 8-9=-6&544 WEBS 3-10=-535'223, 4-10=-1981521 4-8=- 193-510, 5-8=558227, 2-10=01706, 6-8=-&'731 Structural wood sheathing directly applied or 4-1-3 oc purlins. elcept end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 90mph; TCDL=6,0psf; BCDL=3.0ps1; h=25ft; Cat. II; Exp C; enclosed; MW FRS (low-rise): cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1,33 2) TOLL: ASCE 7-05; Pg= 50.0 psf (ground snow); Pf=35.0 psf (flat roof snow); Category II; Exp C; Partially Exp.: Ct= 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 13.0 psf or 1.00 times flat roof load of 35.0 psf on overhangs non -concurrent with other live loads, 5) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 Ib uplift at joint 11 and 65 Ib uplift at joint 7. 8) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSVTPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end tiAty model was used in the analysis and design of this truss. LOAD CASE(S) Standard