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