HomeMy WebLinkAboutLA167120 - 8659 189th St W 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. 2012C
2
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MFD FLOOR TRUSSESINSTALL PER MFRS SPECS
MFD FLOOR TRUSSES
INSTALL PER MFRS SPECS
7'-7"5'-4"5'-3 1/2"5'-6 1/2"UP16R 7'-4"
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16"x8" CONC. FTG.POURED CONC. WALL 8" THICK, 8'-4" HIGHThese 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. 2012C
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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. 2012C
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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. 2012C
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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. 2012C
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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 )
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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 #5450-A-GLBy: Anthony EstevezDate: 11-1-16Scale: 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.Revisions: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 #5450-A-GL D.R. HORTON BASEMENT BEAMS DESIGN = L/360
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Products PlotID Net Qty Product Length Plies B1 1 Beam by others 4' 0" 1 B1 4' 0" 44' 0" 4' 0" 19' 0" Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5450-A-GLBy: Anthony EstevezDate: 11-1-16Scale: 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.Revisions: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 #5450-A-GL D.R. HORTON UPPER FLOOR FRAMING DESIGN = L/480
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Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5450-A-GLBy: Anthony EstevezDate: 11-1-16Scale: 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.Revisions: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 #5450-A-GL D.R. HORTON UPPER FLOOR HEADERS DESIGN = L/360
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By: Anthony EstevezDate: 11-7-13Revisions File: Plan #5351Scale: 3/8"=1'DWG: Tall Wall Sheet: 1 of 1Boise Cascade Lakeville, MN General Notes:Boise Cascade Versa Studs shall be installed in accordance w ith Boise Cascade Corporations Engineered Wood Installation Guide.It is the responsibility of the framing contractor to adhere to all re commendations for installation stated within. Boise Cascade installation gu ides can be obtained by contacting a Boise Engineered wood Products specialist at 1 -800-281-5503 or visiting our website at www.bc.com.
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5
MEMORANDUM
To: DR Horton
Re: Attachment of Truss ‘F’
5351‐A2‐GR
4610 Blackwolf Run
Lot 2, Block 1 Dakota Path
Eagan, Minnesota
Project No. 4.065
The purpose of this memorandum is to report the findings of a limited scope structural engineering review of
the attachment of the mono‐truss “F” to resist the required loads at the Single Family Model at the address
above. The Hanson Group has reviewed the home plan drawings and provided manufacturer truss drawings
and the following is noted:
1. Drawings provided by DR Horton show the single family proposed construction of Truss ‘F’ attaching to
the structural framing at the front of the above noted address.
2. The structural design was performed using a 90 mile‐per‐hour (3 second gust) wind load in Exposure
Category B for a Category II structure. The snow load used is 35 pounds‐per‐square foot roof snow
loading.
3. The Truss ‘F’ shall be constructed in accordance with the plans by DR Horton, the truss manufacturer,
and adjacent structural detail. The attached detail shall be utilized to fasten the truss in question to
the structure as noted.
After our review of the above information and associated documentation, it is our professional engineering
opinion that the proposed construction of the Truss F connections will be structurally acceptable.
This document applies to the limited scope partial review of the proposed Truss ‘F’ attachment to the
structure only. All other aspects of the project are outside the scope of this document and no other
conditions, areas, or further engineering within the models were requested or reviewed. The Builder shall
verify that the provided drawings reflect the existing conditions.
All construction is to be in accordance with this document, standard industry practice, and the requirements
of the Code.
Sincerely,
The Hanson Group
Attachment: Detail 1 and Manufacturer Truss Detail “F”
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly licensed professional engineer
under the laws of the State of Minnesota.
Nick Hanson
Date: 4‐2‐14
Minnesota Registration No. 46665
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WORK ORDER: 248789 DUE DATE: 7/31/2013 CUST:D.R. Horton DurFacs L=1.15 P=1.15 Defl. Ratio: 240 O.C.Spacing 2- 0- 0 Design Spec IRC-2006 Seqn T6.5.19 - 269660 3/28/2014
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5450 South
HVAC Load Calculations
for
DR Horton
Lakeville, MN
Prepared By:
Michael Hoium
Sabre Plumbing & Heating
15535 Medina Road
Plymouth, MN 55447
763-473-2267
Monday, February 11, 2019
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 5450 South
Plymouth, MN 55447 Page 2
Project Report
General Project Information
Project Title:5450 South
Designed By:Michael Hoium
Project Date:Monday, February 11, 2019
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 South
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:1,061 CFM Per Square ft.:0.211
Square ft. of Room Area:5,018 Square ft. Per Ton:1,932
Volume (ft³):36,054
Building Loads
Total Heating Required Including Ventilation Air:65,787 Btuh 65.787 MBH
Total Sensible Gain:23,898 Btuh 77 %
Total Latent Gain:7,272 Btuh 23 %
Total Cooling Required Including Ventilation Air:31,170 Btuh 2.60 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.
Monday, February 11, 2019, 11:00 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating 5450 South
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 2.60 1,932 5,018 23,898 7,272 31,170 65,787 768 1,061 1,061
System 1 2.60 1,932 5,018 23,898 7,272 31,170 65,787 768 1,061 1,061 12x16
Ventilation 1,193 4,989 6,182 7,985
Supply Duct Latent 127 127
Return Duct 62 56 118 415
Humidification 7,470
Zone 1 5,018 22,642 2,101 24,743 49,917 768 1,061 1,061 12x16
1-Basement 1,618 2,570 0 2,570 14,813 228 120 120 2--4
2-Main Floor 1,618 11,994 2,101 14,095 17,747 273 562 562 6--6
3-Second Floor 1,782 8,079 0 8,079 17,356 267 378 378 4--6
Monday, February 11, 2019, 11:00 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating 5450 South
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
466 12,573 0 6,237 6,237
11J: Door-Metal - Fiberglass Core, U-value 0.6 37.8 1,972 0 544 544
15A-15sffc-8: Wall-Basement, concrete block wall, R-15
foam board to floor, no framing, no interior finish,
filled core, 8' floor depth, U-value 0.034
270 853 0 15 15
15A-15sffc-4: Wall-Basement, concrete block wall, R-15
foam board to floor, no framing, no interior finish,
filled core, 4' floor depth, U-value 0.039
96 326 0 0 0
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs,
U-value 0.065
3344.2 18,912 0 2,892 2,892
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
738 2,929 0 65 65
RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20
Closed Cell Spray Foam, U-value 0.05
576 2,504 0 706 706
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, U-
value 0.023
1782 3,566 0 1,967 1,967
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
1618 3,801 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, U-value 0.03
253 660 0 61 61
Subtotals for structure:48,096 0 12,487 12,487
People:6 1,200 1,380 2,580
Equipment:901 4,116 5,017
Lighting:1250 4,263 4,263
Ductwork:2,236 183 459 642
Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Ventilation: Winter CFM: 215, Summer CFM: 215 7,985 4,989 1,193 6,182
Humidification (Winter) 20.37 gal/day :7,470 0 0 0
Total Building Load Totals:65,787 7,272 23,898 31,170
Check Figures
Total Building Supply CFM:1,061 CFM Per Square ft.:0.211
Square ft. of Room Area:5,018 Square ft. Per Ton:1,932
Volume (ft³):36,054
Building Loads
Total Heating Required Including Ventilation Air:65,787 Btuh 65.787 MBH
Total Sensible Gain:23,898 Btuh 77 %
Total Latent Gain:7,272 Btuh 23 %
Total Cooling Required Including Ventilation Air:31,170 Btuh 2.60 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.
Monday, February 11, 2019, 11:00 AM
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-20 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
ChokeCherryHill-Lakeville
Plan ID
5450 South
Foundation Wall
Perimeter of Slab on Grade
Rim Joist (Foundation)
Community
RADON SYSTEM
Interior
THERMAL ENVELOPE
Either/OR, See Plans For Location
In Attic
Other Please Describe Here
Below Entire Slab
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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
8659 189th Street W
215
Interior
Bryant
Domestic Water Heater Heating System
NAT GAS
Bryant
912SC48080S17
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
108
40%=124 70%=217
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
65,787
HEAT GAIN
23,898
COOLING LOAD
31,170
Location of duct or system:
Select Type
0.67
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 Capcity in CFMS:
High:
High:
Mechanical Ventilation System
02/19/19 X
KP