HomeMy WebLinkAboutLA168155 -18961 Huntley Tr 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:
These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
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These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
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6" Min T T Y P I C A L T O P O F F O U N D A T I O N W A L L D E T A I L N N o t e s :1.2. USP LJQ must be sized appropriately for the actual floor member width.3.Floor members must be at least 3" wide when two Simpson A35/USP MPA1's are used.4. Connection C may be installed at every other floor member if the number of anchors is doubled.5. As an alternative, connection C may be installed at every fourth floor member.6. As an alternative, connection C may be installed at every third floor member.7. As an alternative, connection C may be installed at every other floor member.O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 BAM Top of Foundation Support Guide ##Description: Typical Bearing Wall Detail Project # 18.099 Client Name: Builder's A ssociation of Minne sota (BAM)34Page S3 of S61901 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3 P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m8'-0 " o r l e s s C C19.2"24"A (note 5) A (note 7)A (note 6)A (note 7)B C16"1/1/20199'-0 "1 0 '-0 "16" A (note 7)CCA (note 7)B B B DCCCLEAR H E I G H T (T o p o f S l a b t o T o p o f W a l l )CCDD D 24"DCWood floor joist, I-jo ist, or trusses & wall framing by others F L O O R M E M B E R T O S I L L P L A T E C O N N E C T I O N T A B L E Alternate to MN Code Table R404.1(1)C L A S S (w e a k e s t t o s t r o n g e s t )D E S C R I P T I O N2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of bo th wall and sill plate is to be 2.5")C L A YBACKFILL T Y P E F L O O R M E M B E R S P A C I N G S A N D S A N D Y C L A YSee table below for connection of each floor member to sill plate Foundation wall per Code by others (clear height is measured from top of basement slab to top of foundation wall)C O N N E C T I O N T Y P E DSimpson FWANZ, Simpson U2.1/4, Simpson U2.37/4, USP LJQ, or (2) USP MPA1/Simpson A35 (see notes 1 to 3)Simpson FWANZ requires 1.125" minimum OSB rim and must be located withi n 5" the floor member. For trusses, it must be in contact with the member or 2x4 minimum c ontinuous bottom bracing must be provided.A B C(3)0.131" diameter x 3" long toe/top nails (3)0.148" diameter x 3" long toe/top nails USP LJC or USP MPA1/Simpson A35 (see note 4)D D19.2"24"16"19.2"
J J O I S T B L O C K I N G D E T A I L
B l o c k i n g s p a c i n g t o m a t c h a n c h o r b o l t s p a c i n g (s e e S 2 )
N O T E S :
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B l o c k i n g s p a c i n g t o m a t c h a n c h o r b o l t s p a c i n g (s e e S 2 )
N O T E S :
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34
1 9 0 1 E H e n n e p i n A v e , #2 0 1
M i n n e a p o l i s , M N 5 5 4 1 3
P h o n e : 6 1 2 -7 2 0 -4 6 3 9
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T T O P C H O R D B E A R I N G T R U S S B L O C K I N G D E T A I L B l o c k i n g s p a c i n g t o m a t c h a n c h o r b o l t s p a c i n g (s e e S 2 )N O T E S :1.2.Toe nail blocking members in place as required for stabilty.3.All nails are to be spaced in member s such that splitting does not occur.4.Foundation wall is to be per Code by others.O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 BAM Top of Foundation Support Guide Description:Non-Bearing Wall Top Chord Bearing Truss Blocking Detail (NOT TO SCALE)Project # 18.099 Client Name: Builder's Assoc iation of Mi nnesota (BAM)34 1/1/2019Nail the floor sheathing to the blocking w/ at least (12) 0.131" diameter x 3" long nails evenly spaced Wall framing, trusses, & structural rim by others Page S6 of S6Install 2x4 minimum flat blocking between trusses as required to achieve the nailing noted (minimum of second space)2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk flush washers or alternative anchor (see table on S2 for spacing) (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5")Floor sheathing is to be 3/4" minimum thick OSB/plywood installed in a staggered pattern. Nail to floor members with 0.131" diameter x 3" long nails at 6" o.c. at all panel edges/perimeter and 12" o.c. at all intermediate su pports or an approved equivalent.1 9 0 1 E H e n n e p i n A v e , #2 0 1 M i n n e a p o l i s , M N 5 5 4 1 3Additional sill plates as required by others to match truss top chord depth Install treated double 2x blocking ripped to fit height of sill plates in first bay P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w .o s w e l l e c .c o m
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w w w .o s w e l l e c .c o m
G G E N E R A L N O T E S :
1.
W
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14
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1.2.
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7.
O O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .
Pr
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Wood floor & wall framing by others Grade to be at least 6" below top of wall B B A S E M E N T W A L L D E T A I L T T a b l e N o t e s :(1) = (2) = A l l o w e d a l t e r n a t e a n c h o r s a r e :O s w e l l E n g i n e e r i n g a n d C o n s u l t i n g , L .L .C .Project Name: 2019 Standardized Concrete Foundation Drawings Description: Full Height Wall Detail (NOT TO SCALE)Project # 18.100 Client Name: Ostertag Cement, Inc.Client Address: 14198 Commerce Ave NE #300, Prior Lake, MN 55372 34Page S6 of S6Continuous #4 horizontal bars, provide at least (2) @ 8'-0" clear, (3) @ 9'-0" clear, & (4) @ 10'-0" clear, At contractor's option: The lowest wall horizontal bar may be omitted if (2)#4 continuous horizontal bars are placed in the footing 1 1 9 0 1 E H e n n e p i n A v e , #2 0 1 M M i n n e a p o l i s , M N 5 5 4 1 3 P P h o n e : 6 1 2 -7 2 0 -4 6 3 9 F F a x : 6 1 2 -8 8 6 -2 9 6 6 w w w w .o s w e l l e c .c o mUnreinforced if concrete is 5000 psi or if clear height is 4" lessUnreinforced if concrete is 4000 psi or if clear height is 4" lessCast-in-place concrete foundation wall w/ #6 or equivalent vertical bars placed 1.5" from inside face, see table below for spacing2x6 minimum sill plate w/ 1/2" diameter anchor bolts w/ 7" minimum embed & 2" wide x 1/8" thick square or round countersunk washers or alternative anchor (Anchor bolt clearance between edge of both wall and sill plate is to be 2.5") (see table below for spacing) Exterior top of wall may have a brick ledge provided the st em wall formed is at least 6" thick & no more than 16" high Connection of floor me mbers to sill plate to be per Code by others 1/1/2019Clear Height 8 8 ' o r L e s s B B o l t s A A l t e r n a t eNANA36"(1)NA NACClay99'W W a l l T h i c k n e s s 8 8 "1 1 0 "1 1 2 "#4 x 2'-0" long dowels @ 72" o.c. max w/ 5" minimum embed S S a n d S S C C C l a y S S a n d S S CUnreinforced concrete strip footing per Code by others, elevation below slab may vary as required MAB/ST, MASA/FA3, FWAZ, or 1/2" diameter expansion bolts w/ 6" min embed (install in accordance with the manufacturer's recommendations)1 1 0 'C C l e a r H e i g h t a n d S o i l T y p e S S a n d S S C C C l a y V V e r t i c a l R e b a r S p a c i n g NA NA NANA36"36"(1)NA24"36"NA36"36"(1)NA36"(2)NA NANANA NA 72"48"72"24"48"18"36"(1)NA NA 72"36"60"24"36"12"48"18"S S i l l A n c h o r S p a c i n g 36"12"24"8"
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Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5470-C3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.12-1-18 AERevisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5470-C3-GR D.R. HORTON MAIN FLOOR FRAMING DESIGN = L/480
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Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5470-C3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.2-2-19 AERevisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5470-C3-GR D.R. HORTON UPPER FLOOR FRAMING DESIGN = L/480
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Date Certificate Posted
x Passive (No Fan)
Active (With fan and monometer or
other system monitoring device)
Location (or future Location) of Fan:
X
R-10/R15 X
X
R-20 X
R-20 X
R-21 X
R-49 X
R-49 X
R-30 X
R-32 X X
Not applicable, all ducts located in conditioned space
R-8
MECHANICAL SYSTEMS
X Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:80000 Capacity in
Gallons:Other, describe:
AFUE or
HSPF%92%
Cfm's " round duct OR
" metal duct
Not required per mech. code
X Passive
Low: Other, describe:
X Low:
Cfm's
Capacity continuous ventilation rate in cfms:4 " round duct OR
Total ventilation (intermittent + continuous) rate in cfms: " metal duct
ChokeCherry Hill 4th
Plan ID
5470 North
Foundation Wall
Perimeter of Slab on Grade
Rim Joist (Foundation)
Community
RADON SYSTEM
Interior
THERMAL ENVELOPE
Either/OR, See Plans For Location
Other Please Describe Here
Below Entire Slab
To
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Type: Check All That Apply
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Insulation Location
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Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel.
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
DRHorton
MN License Number
BC605657
Mailing Address of the Dwelling or Dwelling Unit
18961 Huntley Trail
180
Interior
Bryant
Domestic Water Heater Heating System
NAT GAS
Bryant
912SB48080S17
Average U-Factor (excludes skylights and one door) U: 0.31
Heating or Cooling Ducts Outside Conditioned Spaces
Bonus room over garage
Describe other insulated areas
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Location of duct or system:
Ceiling, vaulted
Bay Windows or cantilevered areas
Rim Joist (1st Floor+)
Wall
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Appliances
Model
R-value0.30
PROG5042NRH67PV BA13NA036
Rheem
Make-up Air Select a Type
Building Envelope air Tightness:Duct system air tightness:
Ceiling, flat
Manufacturer
90
60%=105 100%=200
NAT GAS R-410A
Cooling System
Rating or Size
SEER or
EER
50 Output in
Tons:3
Efficiency
RESIDENTIAL LOAD CALC
13
Locations of Fans, describe:
HEAT LOSS
60,344
HEAT GAIN
24,996
COOLING LOAD
31,435
Location of duct or system:
Select Type
furnace room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
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
Balanced Ventilation Capacity in CFMS:
High:
High:
Mechanical Ventilation System
DRH 5470 North
HVAC Load Calculations
for
DR Horton
Lakeville, MN
Prepared By:
Michael Hoium
Sabre Plumbing & Heating
15535 Medina Road
Plymouth, MN 55447
763-473-2267
Tuesday, October 17, 2017
Rhvac is an ACCA approved Manual J and Manual D 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 DRH 5470 North
Plymouth, MN 55447 Page 2
Project Report
General Project Information
Project Title:DRH 5470 North
Designed By:Michael Hoium
Project Date:Tuesday, October 17, 2017
Client Name:DR Horton
Client City:Lakeville, MN
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, Minnesota
Building Orientation:Front door faces North
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 -12.38 n/a 30%72 29.40
Summer:88 73 50%50%75 35
Check Figures
Total Building Supply CFM:1,123 CFM Per Square ft.:0.254
Square ft. of Room Area:4,426 Square ft. Per Ton:1,690
Volume (ft³):36,831
Building Loads
Total Heating Required Including Ventilation Air:60,344 Btuh 60.344 MBH
Total Sensible Gain:24,996 Btuh 80 %
Total Latent Gain:6,439 Btuh 20 %
Total Cooling Required Including Ventilation Air:31,435 Btuh 2.62 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D 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.
Tuesday, October 17, 2017, 10:11 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating DRH 5470 North
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 2.62 1,690 4,426 24,996 6,439 31,435 60,344 716 1,123 1,123
System 1 2.62 1,690 4,426 24,996 6,439 31,435 60,344 716 1,123 1,123 12x16
Ventilation 999 4,177 5,175 6,685
Supply Duct Latent 137 137
Return Duct 27 24 52 184
Humidification 6,854
Zone 1 4,426 23,970 2,101 26,071 46,621 716 1,123 1,123 12x16
1-Basement 1,423 3,671 0 3,671 14,215 218 172 172 2--5
2-Main Floor 1,423 12,900 2,101 15,001 16,542 254 604 604 6--6
3-Second Floor 1,580 7,399 0 7,399 15,865 244 347 347 4--5
Tuesday, October 17, 2017, 10:11 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating DRH 5470 North
Plymouth, MN 55447 Page 4
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
Low EE: Glazing-LowEE Builder Grade .31 U-value, .29
SHGC, Window and Patio Door, u-value 0.31, SHGC
0.29
434 11,709 0 7,117 7,117
11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544
DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-15 board insulation to footing, no
interior finish, 8' floor depth
400 2,054 0 202 202
DRH- R15 4ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-15 board insulation to footing, no
interior finish, 4' floor depth
96 492 0 48 48
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
3046.2 17,225 0 2,633 2,633
DRH- R10 8ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-10 board insulation to footing, no
interior finish, 8' floor depth
400 2,053 0 203 203
RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20
Closed Cell Spray Foam
534 2,322 0 654 654
R49 16B-49: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), Custom, R-49 Blown Insulation, No
Radiant Barrier, Vented Attic, Asphalt Shingles
1580 3,162 0 1,744 1,744
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
1423 3,343 0 0 0
P-32 R-32: Floor-Over open crawl space or garage,
Custom, R-30 Blanket insulation, 3/4" Foamboard R-
2, any cover
222 579 0 53 53
Subtotals for structure:44,911 0 13,198 13,198
People:6 1,200 1,380 2,580
Equipment:901 3,638 4,539
Lighting:1250 4,263 4,263
Ductwork:1,894 161 392 553
Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Ventilation: Winter CFM: 180, Summer CFM: 180 6,685 4,177 999 5,175
Humidification (Winter) 18.69 gal/day :6,854 0 0 0
AED Excursion:0 0 1,127 1,127
Total Building Load Totals:60,344 6,439 24,996 31,435
Check Figures
Total Building Supply CFM:1,123 CFM Per Square ft.:0.254
Square ft. of Room Area:4,426 Square ft. Per Ton:1,690
Volume (ft³):36,831
Building Loads
Total Heating Required Including Ventilation Air:60,344 Btuh 60.344 MBH
Total Sensible Gain:24,996 Btuh 80 %
Total Latent Gain:6,439 Btuh 20 %
Total Cooling Required Including Ventilation Air:31,435 Btuh 2.62 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D 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.
Tuesday, October 17, 2017, 10:11 AM
04/12/19 X
KP