HomeMy WebLinkAboutLA172753 19870 Harvest Dr 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:
DUBRALL RES.
CAPE COD PLAN
FRONT ELEVATION 'ST'
01
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
08/26/2019dmathews
DUBRALL RES.
CAPE COD PLAN
ELEVATIONS
02
Secure door closed until deck is
constructed with a separate permit.
DUBRALL RES.
CAPE COD PLAN
FOUNDATION
03
Temper
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
DUBRALL RES.
CAPE COD PLAN
FIRST FLOOR
04
Verify loads with
girder truss specs,
may require
removal of top
plates at bearing
due to crushing.
Temper
Temper
CS-PF CS-PF
DUBRALL RES.
CAPE COD PLAN
SECOND FLOOR
05
Temper glass within
60" of tub floor
-Min. 15" clearance to anyobstruction from center of
W.C., 24" in front(typ).
DUBRALL RES.
CAPE COD PLAN
CROSS SECTION 'A'
06
DUBRALL RES.
CAPE COD PLAN
CROSS SECTION 'B'
07
DUBRALL RES.
CAPE COD PLAN
CROSS SECTION 'C'
08
DUBRALL RES.
CAPE COD PLAN
DETAILS
09
DUBRALL RES.
CAPE COD PLAN
PORTAL FRAME
10
- - -- - -- - -- - -- - -- - -- - -COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
1600 EAST HUFSMITH ROADTOMBALL, TEXAS 77375PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT: BLOCK: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.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING PLAN19870 HARVEST DR, LAKEVILLE, MN 55044ETERNITY HOMESMMM MMM TML
1/8" = 1'-0" 07/16/2019
WB-1
07-22-2019
- - -- - -- - -- - -- - -- - -- - -COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
1600 EAST HUFSMITH ROADTOMBALL, TEXAS 77375PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT: BLOCK: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.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING PLAN19870 HARVEST DR, LAKEVILLE, MN 55044ETERNITY HOMESMMM MMM TML
1/8" = 1'-0" 07/16/2019
WB-2
07-22-2019
- - -- - -- - -- - -- - -- - -- - -COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
1600 EAST HUFSMITH ROADTOMBALL, TEXAS 77375PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT: BLOCK: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.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING PLAN19870 HARVEST DR, LAKEVILLE, MN 55044ETERNITY HOMESMMM MMM TML
1/8" = 1'-0" 07/16/2019
WB-3
07-22-2019
- - -- - -- - -- - -- - -- - -- - -COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
1600 EAST HUFSMITH ROADTOMBALL, TEXAS 77375PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT: BLOCK: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.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2015 IRC - 90 MPH 3-SEC GUST19870 HARVEST DR, LAKEVILLE, MN 55044ETERNITY HOMESTML TML TML
1/8" = 1'-0" 02/19/2019
FR-02
07-22-2019
- - -- - -- - -- - -- - -- - -- - -COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
1600 EAST HUFSMITH ROADTOMBALL, TEXAS 77375PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT: BLOCK: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.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2015 IRC - 90 MPH 3-SEC GUST19870 HARVEST DR, LAKEVILLE, MN 55044ETERNITY HOMESTML TML TML
1/8" = 1'-0" 02/19/2019
FR-03
07-22-2019
- - -- - -- - -- - -- - -- - -- - -COPYRIGHT, 2005, DPIS ENGINEERING, LLC.DPIS ENGINEERING,LLC.
1600 EAST HUFSMITH ROADTOMBALL, TEXAS 77375PH: 281.351.0048 FAX: 281.351.0148
SECTION:LOT: BLOCK: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.DRAWN:DESIGNED: CHECKED:CUSTOMER:SUBDIVISION / ADDRESS:PROJECT TITLE:DRAWING SCALE:ISSUE DATE:
DRAWING NUMBER:WALL BRACING NOTES & DETAILSMINNESOTA 2015 IRC - 90 MPH 3-SEC GUST19870 HARVEST DR, LAKEVILLE, MN 55044ETERNITY HOMESTML TML TML
1/8" = 1'-0" 02/19/2019
FR-03.1
07-22-2019
53' 0"51' 0"20' 0"12' 0"21' 0"
12' 0"8' 6"25' 6"7' 0"
46' 0"7' 0"
19' 0"13' 0"14' 0"26' 0"25' 0"7' 0"3' 0"15' 6"19' 6"6' 0"2' 0"5' 0"38' 0"6' 0"17' 0"4' 2"4' 2"12' 8"4' 10"4' 6"2' 4"1' 4"1' 4"
9' 4"
MAIN LEVEL FLOOR LAYOUT
18" FT @ 19.2" O.C.
Start layout from this wall <<< O
1' 7-7/16" to face of first truss
2x8 kneewall2x8 kneewall2x8 kneewall2x8 kneewallFA01FA01(5) FA06
(2) FA05
(7) FA07
(9) FA02
(7) FA03
(5) FA04
53' 0"51' 0"20' 0"12' 0"21' 0"
12' 0"8' 6"25' 6"7' 0"
46' 0"7' 0"
19' 0"13' 0"14' 0"26' 0"25' 0"7' 0"3' 0"15' 6"19' 6"6' 0"2' 0"5' 0"38' 0"6' 0"17' 0"4' 2"4' 2"12' 8"4' 10"4' 6"2' 4"1' 4"1' 4"
6' 6"5' 0"1/2"10' 0"35' 0"9' 1-3/4"2"5' 0"7' 9-3/4"7' 2"6' 0"UPPER LEVEL FLOOR LAYOUT
18" FT @ 19.2" O.C.
Garage plate is 12" lower
than main level plate
2 - 18" flush beam
2 - 2x10 Flush
A
Start layout from this wall <<< O
1' 7-7/16" to face of first truss
O >>> Start layout from
face of sheathing to
face of first truss 14-1/2"
2 - 2x10 Flush
wall above
X ------ P oint Load A boveBBBBBBBB
CCCCCCCCD
A03G - Roof Girder Truss
E
Floor Hangers:
A - THA422 ( 2 pc's )
B - HHUS46 ( 8 pc's )
C - HUS26 ( 8 pc's )
D - HGUS48 ( 1 pc )
E - THGQH3 ( 1 pc )
with SDS4.5 screws
NOTE:
W04 requires 75 - SDW6 x 1/4" screws ** see truss drawing for placement **
AFB01FB04FB05 FB09FB10FB13W02W04W06W01(9) FB02
(6) FB03
(4) FB06
(3) FB08(4) FB07
(7) FB11
(8) W03
(6) W05
(5) FB12
53' 0"51' 0"20' 0"12' 0"21' 0"
12' 0"8' 6"25' 6"7' 0"
46' 0"7' 0"
19' 0"13' 0"14' 0"26' 0"25' 0"7' 0"3' 0"15' 6"19' 6"6' 0"2' 0"5' 0"38' 0"6' 0"17' 0"4' 2"4' 2"12' 8"4' 10"4' 6"2' 4"1' 4"1' 4"
6' 6"5' 0"1/2"9' 1-3/4"35' 0"10' 0"1' 0"12' 4"9' 0"16' 8"6" <<< ---- >>> W04, W05 & W06 trussessee floor layoutTray Vault
HDG01HDG01AAAA
A
A
A
A
A
A
A
B
B
B
AAAAAA
C C C C C C C D
Roof Hangers:
A - LUS26 ( 17 pc's )
B - THA29 ( 3 pc's )
C - HUS26 ( 7 pc's )
D - HGUS46 ( 1 pc )
V01
V02
V03
A01
A03G
B01
D01D03C01
C02C04
C01
C02
C03F01F01E02E06V04
V05
V06
V07
V08
V09E05E04E03 R0
1
EJ01
EJ02
EJ03
EJ04 SJ01SJ02E09E08E07R01EJ01
R0
1
EJ01
EJ06
EJ07
EJ08SJ01 SJ02EJ02
EJ03
EJ04
SJ01SJ02EJ10
(7) B02(4)
A02(5) D02
(4) D04
(6) F02
(3) E01(7) E02
(13) EJ05(6) EJ05(2)
EJ09
*Must provide NPDES transfernumber once received08/21/19XKP