HomeMy WebLinkAboutLA197585 - 15800 Krafton Ave Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
Concept Approval ONLY
Subject to Field Inspection
Inspector Date
2020
MN Bldg
Code
09/13/2021dmathews
(3)2x12 #2 or
(3)2x10 #1
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
Soils compaction compliance testing
required at footing inspection to show
soils are compacted and suitable for
home support addressing the issues
shown in the soils test report dated
8/30/21 from ITCO Allied Engineering.
Porch and Deck footings
to be Helical Piers with
6,500 lbs capacity.
CO
CO
CS-PF
CS-PF
8
Shearwall Shearwall-Min. 15" clearance to any
obstruction from center of
W.C., 24" in front(typ).
FOR PERMITING ONLYBYREVISIONSDATE DESCRIPTION#1- --2- --3- --4- --5- --6- --7- --COPYRIGHT, 2005, DPIS ENGINEERING, LLC.UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.PH: 281.351.0048 FAX: 281.351.0148HOUSTON, TEXAS 7707019450 STATE HIGHWAY 249DPIS ENGINEERING,LLC.BLOCK:LOT:SECTION:PROJECT TITLE:SUBDIVISION / ADDRESS:CUSTOMER:CHECKED:DESIGNED:DRAWN:ISSUE DATE:DRAWING SCALE:DRAWING NUMBER:FOUNDATION PLANLEHTO RESIDENCELAKEVILLE15800 KRAFTON AVENUE, LAKEVIEW, MN 55044BELLEPAR HOMESJRB TML MRP1/8" = 1'-0" 8/26/2021F-1000PLAN NOTESFROST DEPTH 42" U.N.O.THIS FOUNDATION PLAN WASDESIGNED BASED OFF THEARCHITECTURAL DRAWINGPLAN #C2002137 DATED5/17/21 (REV DATE 7/26/21)WHICH SHOWS THE LOADPATH OF THE TRUSSCOMPONENTS. ALL TRUSSCOMPNENTS MUST BEREVIEWED BY DPISENGINEERING PRIOR TOCONSTRUCTION1010536861111111119DDDD5
COPYRIGHT, 2005, DPIS ENGINEERING, LLC.UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.PH: 281.351.0048 FAX: 281.351.0148HOUSTON, TEXAS 7707019450 STATE HIGHWAY 249DPIS ENGINEERING,LLC.BLOCK:LOT:SECTION:PROJECT TITLE:SUBDIVISION / ADDRESS:CUSTOMER:CHECKED:DESIGNED:DRAWN:ISSUE DATE:DRAWING SCALE:DRAWING NUMBER:FOUNDATION DETAILSLEHTO RESIDENCELAKEVILLE15800 KRAFTON AVENUE, LAKEVIEW, MN 55044BELLEPAR HOMESJRB TML MRP1/8" = 1'-0" 8/26/2021F-2.0000BYREVISIONSDATE DESCRIPTION#1 6/18/2018 ADDED TYPICAL DETAILS FOR DEEP BEAMS AND STEPPED FOOTINGS BE2 3/26/2019 ADDED NOTE TO LIMITATIONS SECTION BE3 5/9/2019 REV. TYP. THICKEND SLAB @ INT. BRNG. WALL TO BE 16" PER MRP JRB4 5/17/2019 REVISED STUDWALL/SHEATHING AT STEMWALLS BE5 7/26/2019 CHANGED CONCRETE PSF TO 2000 BE6 04/16/2020 REVISED TO 2020 IRC JRB7- --FOR PERMITING ONLYG E N E R A L N O T E SMINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETEMINIMUM SPECIFIED COMPRESSIVE STRENGTHa (f'c)WEATHERING POTENTIALbNEGLIGIBLE MODERATE SEVERETYPE OR LOCATION OF CONCRETE CONSTRUCTIONGRADE 60 #6 VERTICAL REBAR SPACING FOR FULL HEIGHT WALLS W/ F'c=3000 PSIWALLHEIGHTBACKFILLHEIGHTBACKFILL TYPESAND (30 PSF/FT) SANDY CLAY (45 PSF/FT) CLAY (60 PSF/FT)WALL THICKNESS WALL THICKNESS WALL THICKNESS8" 10" 12" 8" 10" 12" 8" 10" 12"8'-0"7'-6" NRNRNRNRNRNR*36"NRNR7'-0" OR LESS NR NR NR NR NR NR NR NR NR9'-0"8'-6" NRNRNR*36"NRNR36"NRNR8'-0" NRNRNR*36"NRNR36"NRNR7'-0" NRNRNRNRNRNR*36"NRNR6'-0" OR LESS NR NR NR NR NR NR NR NR NR10'-0"9'-6" *36" NR NR *36" *36" NR 24" 24" NR9'-0" *36"NR NR*36"NR NR 24" 24" NR8'-0" NRNRNR*36"NRNR36"NRNR7'-0" NRNRNRNRNRNR36"NRNR6'-0" OR LESS NR NR NR NR NR NR NR NR NRNR = NOT REQUIRED* = NR IF F'c = 4,000 PSIEQUIVALENT VERTICAL REBAR SUBSTITUTION TABLE#6 @ 24" = #5 @ 18" = #4 @ 12" (GRADE 60) = #4 @ 8" (GRADE 40)#6 @ 36" = #5 @ 24" = #4 @ 18" (GRADE 60) = #4 @ 12" (GRADE 40)
COPYRIGHT, 2005, DPIS ENGINEERING, LLC.UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.PH: 281.351.0048 FAX: 281.351.0148HOUSTON, TEXAS 7707019450 STATE HIGHWAY 249DPIS ENGINEERING,LLC.BLOCK:LOT:SECTION:PROJECT TITLE:SUBDIVISION / ADDRESS:CUSTOMER:CHECKED:DESIGNED:DRAWN:ISSUE DATE:DRAWING SCALE:DRAWING NUMBER:FOUNDATION DETAILSLEHTO RESIDENCELAKEVILLE15800 KRAFTON AVENUE, LAKEVIEW, MN 55044BELLEPAR HOMESJRB TML MRP1/8" = 1'-0" 8/26/2021F-2.1000BYREVISIONSDATE DESCRIPTION#1 3/26/2019 ADDED NOTE TO LIMITATIONS SECTION BE2 4/1/2019 CHANGED DETAIL 1B TO READ 2X6 SILL PLATE BE3 5/9/2019 REV. TYP. THICKEND SLAB @ INT. BRNG. WALL TO BE 16" PER MRP JRB4 5/17/2019 REVISED STUDWALL/SHEATHING AT STEMWALLS BE5 7/3/2019 ADDED HOOK BAR TO DETAIL 5 BE6 7/26/2019 CHANGED CONCRETE PSF TO 2000 BE7 2/3/2021 REVISED SHEATHING AND FRAME WALL PER ENGINEER JRBFOR PERMITING ONLY3589162410117 NOT USED
COPYRIGHT, 2005, DPIS ENGINEERING, LLC.UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING MAY BE AN INFRINGMENT OF THE FEDERAL COPYRIGHT ACT. THIS DRAWING IS PROTECTED UNDER THE FEDERAL COPYRIGHT ACT BY DPIS ENGINEERING, LLC.PH: 281.351.0048 FAX: 281.351.0148HOUSTON, TEXAS 7707019450 STATE HIGHWAY 249DPIS ENGINEERING,LLC.BLOCK:LOT:SECTION:PROJECT TITLE:SUBDIVISION / ADDRESS:CUSTOMER:CHECKED:DESIGNED:DRAWN:ISSUE DATE:DRAWING SCALE:DRAWING NUMBER:FOUNDATION DETAILSLEHTO RESIDENCELAKEVILLE15800 KRAFTON AVENUE, LAKEVIEW, MN 55044BELLEPAR HOMESJRB TML MRP1/8" = 1'-0" 8/26/2021F-2.2000BYREVISIONSDATE DESCRIPTION#1 3/26/2019 ADDED NOTE TO LIMITATIONS SECTION BE2 5/9/2019 REV. TYP. THICKEND SLAB @ INT. BRNG. WALL TO BE 16" PER MRP JRB3 5/17/2019 REVISED STUDWALL/SHEATHING AT STEMWALLS BE4 7/26/2019 CHANGED CONCRETE PSF TO 2000 BE5 04/16/2020 REVISED TO 2020 IRC JRB6 11/5/2020 ADDED THE ELEVATED PATIO FOOTING DETAIL JRB7- --FOR PERMITING ONLYC2C1CC1C2D
Site address
Contractor
1
Total/
continuous
60/40
70/40
80/40
90/45
100/50
110/55
120/60
130/65
140/70
150/75
Equation 11-1
Directions - Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1.
The table and equation are below
Total required ventilation
Continuous ventilation
Section A
Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate
average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy
recovery ventilators (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of
exhaust or out outdoor air intake, or both, for defrost or other equipment cycling.
Continuous ventilation - A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided,
on a continuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be
continuous may have automatic cycling controls providing the average flow rate for each hour is met.
(0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm)
Date
Completed
By
Ventilation Quantity
(Determine quantity by using Table R403.5.2 or Equation 11‐1)
Square feet (Conditioned area including
Basement – finished or unfinished)
Number of bedrooms
Table R403.5.2
Total and Continuous Ventilation Rates (in cfm)
Number of Bedrooms
2 3 4 5 6
Total/
continuous
1000‐1500 75/40 90/45 105/53 120/60 135/68
Conditioned space (in
sq. ft.)
Total/
continuous
Total/
continuous
Total/
continuous
Total/
continuous
145/73
2001‐2500 95/48 110/55 125/63 140/70 155/78
1501‐2000 85/43 100/50 115/58 130/65
165/83
3001‐3500 115/58 130/65 145/73 160/80 175/88
2501‐3000 105/53 120/60 135/68 150/75
185/93
4001‐4500 135/68 150/75 165/83 180/90 195/98
3501‐4000 125/63 140/70 155/78 170/85
205/103
5001‐5500 155/78 170/85 185/93 200/100 215/108
4501‐5000 145/73 160/80 175/88 190/95
225/1135501‐6000 165/83 180/90 195/98 210/105
Continuous
Ventilation Method
(Choose either balanced or exhaust only)
Low cfm:High cfm:Continuous fan rating in cfm (capacity must not exceed
continuous ventilation rating by more than 100%)
Ventilation Fan Schedule
Description Location Intermittent
Section C
Directions - The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous
or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating
and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not
exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Section D
Directions - Describe the operation of the ventilation system. There should be adequate detail for plan reviewers and inspectors to verify design and
installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans
are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how
it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’
installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper
operation, such interconnection shall be made and described.
Section B
Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recovery
Ventilator) – cfm of unit in low must not exceed continuous
ventilation rating by more than 100%.
Exhaust only
Continuous fan rating in cfm
Directions - Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s.
Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and
less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.)
Automatic controls may allow the use of a larger fan that is operated a percentage of each hour.
Ventilation Controls
(Describe operation and control of the continuous and intermittent ventilation)
One or multiple power
vent or direct vent ap‐ pliances
or no combus‐ tion appliances
Column A
One or multiple fan‐
assisted appliances and power
vent or direct vent appliances
Column B
One atmospherically vent
gas or oil appliance or one solid
fuel appliance
Column C
Multiple atmospherical‐
ly vented gas or oil appliances
or solid fuel appliances
Column D
1.
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 1b]
2. Exhaust Capacity
a) continuous exhaust‐only ventilation system
(cfm); (not applicable to ba‐ lanced ventilation
systems such as HRV)
b) clothes dryer (cfm)135 135 135 135
c) 80% of largest exhaust rating (cfm);
Kitchen hood typically
(not applicable if recirculating system or if
powered makeup air is electrically interlocked
and match to exhaust)d) 80% of next largest exhaust rating
(cfm); bath fan typically
(not applicable if recirculating system or if
powered makeup air is electrically interlocked
and matched to exhaust)
Not
Applicable
Total Exhaust Capacity (cfm);
[2a + 2b +2c + 2d]
3. Makeup Air Quantity (cfm)
a) total exhaust capacity (from above)
b) estimated house infiltration (from
above)
Makeup Air Quantity (cfm);
[3a – 3b]
(if value is negative, no makeup air is needed)
4. For makeup Air Opening Sizing, refer
to Table 501.4.2
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
fule appliances.
Table 501.4.1
PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS
(Additional combustion air will be required for combustion appliances, see KAIR method for calculations)
Directions ‐ In order to determine the makeup air, Table 501.4.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if
atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. Please note, if the makeup air quantity is negative, no additional makeup air
will be required for ventilation, if the value is positive refer to Table 501.4.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to
the last line of section D.
A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent
appliances may be used.)
B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may also be included.)
One or multiple power
vent, direct vent ap‐
pliances, or no combus‐
tion appliances
Column A
Multiple atmospherically
vented gas or oil ap‐
pliances or solid fuel
appliances
Column D
Duct di‐
ameter
1 – 36 1 – 9 3
37 – 66 10 – 17 4
67 – 109 18 – 28 5
110 ‐ 163 29 – 42 6
164 – 232 43 – 61 7
233 – 317 62 – 83 8
318 – 419 84 – 110 9
420 – 539 111 – 142 10
540 – 679 143 – 179 11
>679 >179 NA
Notes:
A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to
determine the remaining length of straight duct allowable.
B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted.
C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed.
D. Powered makeup air shall be electrically interlocked with the largest exhaust system.
Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented
or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion
air vent supplies must communicate with the appliance or appliances that require the combustion air.
Section F calculations follow on the next 2 pages.
One or multiple fan‐
assisted appliances and
power vent or direct vent
appliances Column B
One atmospherically vented
gas or oil ap‐
pliance or one solid fuel
appliance
Column CPassive opening 1 – 22 1 – 15
Passive opening 23 – 41 16 – 28
Passive opening 42 – 66 29 – 46
Passive opening 67 – 100 47 – 69
Passive opening 101 – 143 70 – 99
231 – 290
Passive opening 144 – 195 100 – 135
Passive opening
w/motorized damper
196 – 258 136 – 179
Passive (see IFGC Appendix E, Worksheet E‐1)Size and type
Other, describe:
Table 501.4.2
Makeup Air Opening Sizing Table for New and Existing Dwelling Units
Powered makeup air >419 >290
Combustion air
Not required per mechanical code (No atmospheric or power vented appliances)
Passive opening
w/motorized damper
259 – 332 180 – 230
Passive opening
w/motorized damper
333 – 419
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 Direct Vent Input: Btu/hr or Power Vent
Water Heater:
Draft Hood Fan Assisted Direct Vent Input: Btu/hr or Power Vent
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
L x W x H L W H
Step 3: Determine Air Changes per Hour (ACH)1
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. (DO NOT COUNT DIRECT VENT APPLIANCES)
4a. Standard Method
Total Btu/hr input of all combustion appliances Input: Btu/hr
Use Standard Method column in Table E‐1 to find Total Required TRV: ft3
Volume (TRV)
If CAS Volume (from Step 2) i s gr ea t er th an TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) i s less than TRV then go to STEP 5.
4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES)
Total Btu/hr input of all fan-assisted and power vent appliances Input: Btu/hr
Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3
Required Volume Fan Assisted (RVFA)
Total Btu/hr input of all Natural draft appliances Input: Btu/hr
Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3
Required Volume Natural draft appliances (RVNDA)
Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3
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 mi nus Ratio RF = 1 ‐ =
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 Input: Btu/hr
(EXCEPT DIRECT VENT)
Combustion Air Opening Area (CAOA):
Total Btu/hr d i vid ed by 3000 Btu/hr per in2 CAOA = / 3000 Btu/hr per in2 = in2
Step 8: Calculate Minimum CAOA.
Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2
Step 9: Calculate Combustion Air Opening Diameter (CAOD)
CAOD = 1.13 m ultiplied by the sq uare root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size
if using flex duct
1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section
G304.
Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air
Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out.
1994 to present Pre‐1994 1994 to present Pre‐1994
5,000 250 375 188 525 263
10,000 500 750 375 1,050 525
15,000 750 1,125 563 1,575 788
20,000 1,000 1,500 750 2,100 1,050
25,000 1,250 1,875 938 2,625 1,313
30,000 1,500 2,250 1,125 3,150 1,575
35,000 1,750 2,625 1,313 3,675 1,838
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 1,675 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 3,938
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
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 13,125 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 5,250 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 8,400
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 10,783
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
1. 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.
2. 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.
IFGC Appendix E, Table E‐1
Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance)
Input Rating
(Btu/hr)
Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft)
Fan Assisted or Power Vent Natural Draft
15800 Krafton Ave Lakeville LEHTO STRAND
HVAC Load Calculations
for
Bellepar Homes
Prepared By:
Michael Hoium
Sabre Plumbing & Heating
15535 Medina Road
Plymouth, MN 55447
763-473-2267
Tuesday, April 27, 2021
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating 15800 Krafton Ave Lakeville LEHTO STRAND
Plymouth, MN 55447 Page 2
Project Report
General Project Information
Project Title:15800 Krafton Ave Lakeville LEHTO STRAND
Designed By:Michael Hoium
Project Date:Tuesday, April 27, 2021
Client Name:Bellepar Homes
Company Name:Sabre Plumbing & Heating
Company Representative:Michael Hoium
Company Address:15535 Medina Road
Company City:Plymouth, MN 55447
Company Phone:763-473-2267
Company Fax:763-473-8565
Design Data
Reference City:Minneapolis/St. Paul AP, Minnesota
Building Orientation:Front door faces East
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -15.33 n/a 30%72 33.90
Summer:88 72 47%50%75 29
Check Figures
Total Building Supply CFM:1,143 CFM Per Square ft.:0.352
Square ft. of Room Area:3,246 Square ft. Per Ton:1,328
Volume (ft³):21,213
Building Loads
Total Heating Required Including Ventilation Air:43,185 Btuh 43.185 MBH
Total Sensible Gain:25,121 Btuh 86 %
Total Latent Gain:4,211 Btuh 14 %
Total Cooling Required Including Ventilation Air:29,333 Btuh 2.44 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
M:\ ...\15800 Krafton Ave Lakeville LEHTO STRAND.rh9 Tuesday, April 27, 2021, 2:05 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating 15800 Krafton Ave Lakeville LEHTO STRAND
Plymouth, MN 55447 Page 3
Load Preview Report
Scope
Net
Ton
ft.²
/Ton Area
Sen
Gain
Lat
Gain
Net
Gain
Sen
Loss
Sys
Htg
CFM
Sys
Clg
CFM
Sys
Act
CFM
Duct
Size
Building 2.44 1,328 3,246 25,121 4,211 29,333 43,185 513 1,143 1,143
System 1 2.44 1,328 3,246 25,121 4,211 29,333 43,185 513 1,143 1,143 12x17
Ventilation 721 2,510 3,232 4,828
Humidification 4,699
Zone 1 3,246 24,400 1,701 26,101 33,657 513 1,143 1,143 12x17
1-Basement 1,623 6,172 0 6,172 15,241 232 289 289 3--6
2-Main Floor 1,623 18,228 1,701 19,929 18,416 281 854 854 8--7
M:\ ...\15800 Krafton Ave Lakeville LEHTO STRAND.rh9 Tuesday, April 27, 2021, 2:05 PM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating 15800 Krafton Ave Lakeville LEHTO STRAND
Plymouth, MN 55447 Page 4
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
LOW EE: Glazing-Builder Grade Low E Windows, Sliding
Doors, or Sidelights, 0.32 U-Value, 0.30 SHGC, U-
value 0.32, SHGC 0.3
390.5 10,872 0 10,331 10,331
Door 31UF: Door-Door - Exterior Door - 0.31 U-Factor,
0.23 SHGC, U-value 0.31
40 1,078 0 298 298
15A-10sffc-8: Wall-Basement, concrete block wall, R-10
foam board to floor, no framing, no interior finish,
filled core, 8' floor depth, U-value 0.042, above grade
U-value 0.075
856 3,127 0 0 0
R-20 12F-0sw: Wall-Frame, Custom, Wall-Frame,
Custom, no board insulation, siding finish, wood
studs, U-value 0.065
1836.2 10,384 0 1,588 1,588
RJ R20 Closed Cell: Wall-Frame, Custom, Wall-Frame,
Custom, Spray Foam R-20, U-value 0.065
276 1,560 0 156 156
R49 16B-49: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), Custom, Roof/Ceiling Under Vented Attic
w/ Insulation on Attic Floor, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal. R-49 Blown
Insulation., U-value 0.02
1623 2,824 0 1,558 1,558
21A-20: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20' wide,
U-value 0.027
1623 3,812 0 0 0
Subtotals for structure:33,657 0 13,931 13,931
People:4 800 920 1,720
Equipment:901 4,116 5,017
Lighting:750 2,558 2,558
Ductwork:0 0 0 0
Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Ventilation: Winter CFM: 130, Summer CFM: 130 4,828 2,510 721 3,232
Humidification (Winter) 12.81 gal/day :4,699 0 0 0
AED Excursion:0 0 2,875 2,875
Total Building Load Totals:43,185 4,211 25,121 29,333
Check Figures
Total Building Supply CFM:1,143 CFM Per Square ft.:0.352
Square ft. of Room Area:3,246 Square ft. Per Ton:1,328
Volume (ft³):21,213
Building Loads
Total Heating Required Including Ventilation Air:43,185 Btuh 43.185 MBH
Total Sensible Gain:25,121 Btuh 86 %
Total Latent Gain:4,211 Btuh 14 %
Total Cooling Required Including Ventilation Air:29,333 Btuh 2.44 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J, D and S computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
M:\ ...\15800 Krafton Ave Lakeville LEHTO STRAND.rh9 Tuesday, April 27, 2021, 2:05 PM
New Construction Energy Code Compliance Certificate
Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution
panel.
Date Certificate Posted
Mailing Address of the Dwelling or Dwelling Unit
Name of Residential Contractor MN License Number
City Plan ID
LakevilleTHERMAL ENVELOPE RADON CONTROL SYSTEM
Insulation Location
Total R-Value of all Types ofInsulationType: Check All That Apply x Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or
other system monitoring device)
Location (or future Location) of Fan:
In Attic
Other Please Describe Here
Below Entire Slab X
Foundation Wall R-10 X
Perimeter of Slab on Grade X
Rim Joist (1st Floor)R-20 X Interior
Rim Joist (2nd Floor)R-20 X Interior
Wall R-20 X
Ceiling, flat R-49 X
Ceiling, vaulted R-49 X
Bay Windows or cantilevered areas R-30 X
Floors over unconditioned areas R-30 X X
Describe other insulated areas
Building Envelope air Tightness:Duct system air tightness:
Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor (excludes skylights and one door) U: 0.31 Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC):0.29 R-8 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic Water Heater Cooling System Not required per mech. code
Fuel Type NAT GAS NAT GAS R-410A X Passive
Manufacturer Bryant Rheem Bryant Powered
Model 912SD36060E14 PROG5042NRH67PV BA13NA030 Interlocked with exhaust device.
Describe:
Rating or Size Input in
BTUS:60000 Capacity
in Gallons:50 Output in
Tons:2.5 Other, describe:
Efficiency AFUE or
HSPF%92%SEER or
EER 13 Location of duct or system:
RESIDENTIAL LOAD CALC HEAT LOSS HEAT GAIN COOLING LOAD
43185 25121 29333 Cfm's " 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
source heat pump with gas back-up furnace
Combustion Air Select a Type
X Not required per mech. code
Select Type Passive
X Heat Recover Ventilator (HRV) Capacity in cfms:Low: 73 High:145 Other, describe:
Energy Recover Ventilator (ERV) Capacity in cfms:Low: High: Location of duct or system:
Balanced Ventilation Capcity in CFMS:
Locations of Fans, describe:Cfm's
Capacity continuous ventilation rate in cfms:73 " round duct OR
Total ventilation (intermittent + continuous) rate in cfms:145 " metal duct
Erosion Control Plan for:
15800 Krafton Ave
Lakeville, MN 55044
Bellepar Homes, LLC has put in place the following items for an Erosion Control Plan for a new
construction build in the city of Lakeville.
Weekly Inspections:
Complete and document inspections weekly and after every ½” of rain. We will make sure our
Stormwater Pollutant Prevention Plan is current with all our site inspections.
Storm Sewer Inlet Protection:
All catch basin inlet protection, including both street (curb & gutter) and yard structures, will be
installed and maintained throughout the build process. We will clean out inlet protection when
they are ½ full. During the winter season we will remove the inlet protection.
Perimeter Sediment Controls:
We will inspect all perimeter control and make sure silt fence is repaired and/or replaced before
and during construction activities. We will remove sediment from silt fence area when it
reaches ½ the silt fence height and we will maintain silt fence until vegetation is fully
established. We will install double later of silt fence adjacent to lakes, ponds, streams and
wetlands.
Erosion Controls:
All exposed stockpiled soils will be covered within 14 days. Covered piles may consist of seed
and straw mulch, stapled erosion control blankets, or hydro‐mulch seed.
Concrete Washout:
We will provide a specific concrete wash out area at the construction site. The concrete
washout area will be contained by an impermeable liner and labeled with a clear visible sign for
all contractors to see.
Rock Construction Entrance:
All rock construction entrances/exits will be installed from street to garage of the new home and
will be maintained throughout the duration of the build process.
Street Sweeping:
We will keep all street surfaces and sidewalks free of sediment for the duration of the build
process.
Approved 11/2/21 by
email from Erosion Division.
dm 11-2
Trash & Storage:
We will store and contain any solid waste or hazardous materials to prevent spills and leaks.
The trash and building material debris will be placed in a construction dumpster. Any debris
that has blown out of construction dumpster will be picked up.
Bellepar Homes, LLC
21483 Grenada Ave #120
Lakeville, MN 55044
952‐683‐1112
BC711668