HomeMy WebLinkAboutLA201707 PlansEXIST'G ROOF STRUCTURE
4:12
NEW ROOF STRUCTURE
REMOVE EXIST'G HIP SET
ADD NEW ROOF FRAMING
TO TIE IN NEW ADDITION
12
6
24" O.H.
GARAGE ADDITION FRONT ELEVATION
SCALE: 1/4" = 1'-0"
1
1
EXIST'G BRICK FIREPLACE CHASE
NEW BOARD & BATTEN
ALUM. SOFFIT
& FASCIA
6" TRIM BRDS.
NEW LAP SIDING
8" TRIM BRD.
LEFT ELEVATION
SCALE: 1/8" = 1'-0"
2
1
NEW LAP SIDING
6:12 6:12
EXIST'G ROOF
EXIST'G BRICK F.P. CHASE
NEW ASPHALT
SHINGLES
NEW STONE
VENEER
REAR ELEVATION
SCALE: 1/8" = 1'-0"
3
1
NEW LAP SIDING
12
6
EXIST'G ROOF
STRUCTURE
4:12
NEW ROOF
STRUCTURE
-----MILINER RESIDENCEPROJECT:BONUS ROOMTOTALUPPER FLOORMAIN FLOORLOWER FLOORFINISHED SQ.FT.PAGE#:REVISION RECORD:16274 GANNON AVE WROSEMOUNT, MN 55068119/22/22To the best of my knowledge these plans are drawn to comply with owner'sand/ or builder's specifications and any changes made on them after printsare made will be done at the owner's and / or builder's expense andresponsibility. The contractor shall verify all dimensions and encloseddrawing. JRO Drafting & Design is not liable for errors once constructionhas begun. While every effort has been made in the preparation of this planto avoid mistakes, the maker can not guarantee against human error. Thecontractor of the job must check all dimensions and other details prior toconstruction and be solely responsible thereafter.DATE:4-24-225-2-229-22-22Concept Approval ONLY
Subject to Field Inspection
Inspector Date
2020
MN Bldg
Code
09/23/2022dmathews
REVISED PLANS
Original permit plans approved 5/6/22,
revised beam at connection to existing.
17'-9 1/4"16'-4"42'-0"16'-4"12'-1 3/4"
2'-1"12'-2"2'-1"18'-0"2'-0"4'-5"9'-2"4'-5"DEMO EXIST'G CURB @ FDN WALL
WALL BELOW SLAB TO REMAIN
FOUNDATION - GARAGE ADDITION
SCALE: 1/4" = 1'-0"
1
2
UNEXCAVATED
1crs. 6" CMU BLOCK ON
5crs. 8" CMU BLOCK ON
16" x 8" CONT. CONC. FTG.
REBAR PER CODE
1crs. 6" CMU BLOCK ON
5crs. 8" CMU BLOCK ON
16" x 8" CONT. CONC. FTG.
REBAR PER CODE
WALL LEGEND
= EXISTING FRAMING WALL
= NEW FRAMING WALL
= EXISTING CONCRETE WALL
= NEW CONCRETE WALL
= DEMO'D WALL
EXISTING FOUNDATION
EXISTING FOUNDATIONM.O. FOR 9' O.H. DOOR ABOVEM.O. FOR 12' O.H. DOOR ABOVE -----MILINER RESIDENCEPROJECT:BONUS ROOMTOTALUPPER FLOORMAIN FLOORLOWER FLOORFINISHED SQ.FT.PAGE#:REVISION RECORD:16274 GANNON AVE WROSEMOUNT, MN 55068229/22/22To the best of my knowledge these plans are drawn to comply with owner'sand/ or builder's specifications and any changes made on them after printsare made will be done at the owner's and / or builder's expense andresponsibility. The contractor shall verify all dimensions and encloseddrawing. JRO Drafting & Design is not liable for errors once constructionhas begun. While every effort has been made in the preparation of this planto avoid mistakes, the maker can not guarantee against human error. Thecontractor of the job must check all dimensions and other details prior toconstruction and be solely responsible thereafter.DATE:4-24-225-2-229-22-22
EXIST'G 3068NEW 9' x 7' O.H. DOOREXIST'G 2668EXIST'G 2668
NEW 12' x 8' O.H. DOORRE-USE EXIST'G 9' x 7' O.H. DOOR HERE5'-7 1/2"12'-1 3/4"16'-4"2'-0"22'-0"18'-0"3'-1"7'-10 3/4"
1'-11 1/2"21'-4"42'-0"4'-6"12'-0"18'-0"12'-0"16'-4"17'-9 1/4"
2'-1"12'-2"2'-1"3'-11"2'-0"4'-10"7'-7 3/4"
8'-2"8'-2"18'-0"9'-0"9'-0"EXIST'G
GARAG
E
EXIST'G HDR2-11 7/8" LVL2-2x12 EXIST'G 2-PLY GIRDEREXIST'G ROOF TRUSSESNEW ROOF TRUSSES
DEMO EXIST'G
EXTERIOR WALL
DEMO EXIST'G
MONO TRUSSES
TO THIS SIDE
OF GIRDER
672 SQ FT
GARAGE ADDITION
SCALE: 1/4" = 1'-0"
1
348" x 24" PIC2-2x102-2x1048" x 24" PICGARAGE
ADDITION
SPACING PER MANUF.
CONC. FLR SLOPED TO O.H. DOORS
OPT. FLOOR DRAIN
WALL LEGEND
= EXISTING FRAMING WALL
= NEW FRAMING WALL
= EXISTING CONCRETE WALL
= NEW CONCRETE WALL
= DEMO'D WALL
CONC.
APRON
CONC.
APRON NEW CONC STEP NEW CONC STEPSTONE
VENEER
STONE
VENEERSTONE RETURN1
2
1
2
2-2x10
48" x 24" PIC
NEW ROOF TRUSSESMATCH EXIST'GSITE VERIFYNEW 3-ply 14" LVL ROOF BEAMNEW ROOF TRUSSES
SPACING PER MANUF.7'-0" HEAD HGT.7'-0" HEAD HGT.7'-0" HEAD HGT.-----MILINER RESIDENCEPROJECT:BONUS ROOMTOTALUPPER FLOORMAIN FLOORLOWER FLOORFINISHED SQ.FT.PAGE#:REVISION RECORD:16274 GANNON AVE WROSEMOUNT, MN 55068339/22/22To the best of my knowledge these plans are drawn to comply with owner'sand/ or builder's specifications and any changes made on them after printsare made will be done at the owner's and / or builder's expense andresponsibility. The contractor shall verify all dimensions and encloseddrawing. JRO Drafting & Design is not liable for errors once constructionhas begun. While every effort has been made in the preparation of this planto avoid mistakes, the maker can not guarantee against human error. Thecontractor of the job must check all dimensions and other details prior toconstruction and be solely responsible thereafter.DATE:4-24-225-2-229-22-22
ASPHALT SHINGLES
ON 15# ROOF FELT
1/2" O.S.B. SHEATHING
w/ H-CLIPS
INSTALL WIND WASH &
4' OF ICE & WATER SHIELD
VENT 1/300 OF ATTIC
50% AT RIDGE
50% AT SOFFIT
7'-0"EXIST'G 2-PLY
GIRDER
EXIST'G ROOF
NEW ROOF GIRDER
DEMO EXIST'G EXTERIOR
WALL & CONC. CURB
4:12 PITCH - SITE VERIFY
12
6
1crs. 6" CMU BLOCK ON
5crs. 8" CMU BLOCK ON
16" x 8" CONT. CONC. FTG.
REBAR PER CODE
R-49 CEILING INSULATION
4mil VAPOR BARRIER
5/8" GYP. BOARD
MIN. 1" AIR SPACE @ EAVE
R-49 CEILING INSULATION
4mil VAPOR BARRIER
5/8" GYP. BOARD
MIN. 1" AIR SPACE @ EAVE
EXIST'G GARAGEGARAGE ADDT'N
EXIST'G HOUSE
1/2" GYP. BOARD
4mil. VAPOR BARRIER
2x4 STUDS @ 16" O.C.
R-13 BATT INSULATION
7/16" OSB SHEATHING
SIDING PER ELEVATION
NEW CONC. FLR SLOPED TO OH DOORS NEW CONC. FLR SLOPED TO OH DOORS
EXIST'G FDN WALLS
FTG DEPTH UNKNOWN
ENGINEERED ROOF TRUSSES
@ 24" O.C. BY MANUFACTURER
24" O.H.WDW HGT.BUILDING SECTION
SCALE: 1/4" = 1'-0"
1
4
NEW 3-PLY 14" LVL
ROOF BEAM
NOTE:
ALL GIRDERS & BEAMS RELATIVE TO THE
ROOF STRUCTURE ARE TO BE ENG. &
DESIGNED BY THE TRUSS MNF. REFER TO
THE SPEC/LAYOUT SHEETS PROVIDED BY
THE TRUSS MNF.
2'1'2'
2'2'1'2'EXIST'G4:12EXIST'G4:12NEW 4:12NEW 4:126:12 6:12
6:12 6:12
6:12 6:12
ROOF PLAN
SCALE: 1/8" = 1'-0"
2
4
EXIST'G
4:12
EXIST'G
4:12
EXIST'G BRICKF.P. CHASE10'13.6'
4 2.0'
2.0'16.3'16.3'
18 .0'GARAGE ADDT'N
0.3'-----MILINER RESIDENCEPROJECT:BONUS ROOMTOTALUPPER FLOORMAIN FLOORLOWER FLOORFINISHED SQ.FT.PAGE#:REVISION RECORD:16274 GANNON AVE WROSEMOUNT, MN 55068449/22/22To the best of my knowledge these plans are drawn to comply with owner'sand/ or builder's specifications and any changes made on them after printsare made will be done at the owner's and / or builder's expense andresponsibility. The contractor shall verify all dimensions and encloseddrawing. JRO Drafting & Design is not liable for errors once constructionhas begun. While every effort has been made in the preparation of this planto avoid mistakes, the maker can not guarantee against human error. Thecontractor of the job must check all dimensions and other details prior toconstruction and be solely responsible thereafter.DATE:4-24-225-2-229-22-22
9'-9 3/8"
1'-1 1/2"
8'-7 7/8"
FRONT ELEVATION
HEADER PER PLAN -
MIN. 3" x 11.25"
FASTEN SHEATHING TO HEADER
WITH 8d COMMON NAILS IN
3" GRID PATTERN AND 3" O.C.
FASTEN HEADER TO KING STUD
WITH (6) 16d SINKER NAILSPONYWALLHGT.MIN. LENGTH BASED ON
6:1HEIGHT TO LENGTH
RATIO.FOR EXAMPLE: 16"
MIN.FOR 8' HEIGHT.
1'-11"
WOOD STRUCTURAL
PANEL STRENGTH AXIS
FOR A PANEL SPICE (IF
NEEDED),PANEL EDGES SHALL BE
BLOCKED,AND OCCUR WITHIN
MIDDLE 24"OF WALL HEIGHT. ONE
ROW OF3" NAILING IS REQUIRED
AT
EACH PANEL EDGE.
MIN. (2) 2x4 TYP.
SIMPSON STHD-14
4200# HOLD DOWN STRAP
2 @ EACH SIDE
CONC. FOUNDATION PER PLAN10'-0" MAX. HEIGHT12'-0" MAX. TOTAL WALL HEIGHTSIDE ELEVATION
MIN. 1000LB. TENSION
STRAP CENTERED AT
BOTTOM OF HEADER
SHEATHING FILLER
IF NEEDED
WOOD STRUCTURAL PANEL
MUST BE CONTINUOUS FROM TOP
OF WALL TO BOTTOM OF WALL,OR
FROM TOP OF WALL TO
PERMITED SPLICE AREA.
3/8" MIN. THICKNESS
WOOD STRUCTURAL
PANEL SHEATHING
CORNER DETAIL
3/8" MIN. THICKNESS
WOOD STRUCTURAL
PANEL SHEATHING
FASTEN SHEATHING
WITH 8d COMMON NAILS IN
3" GRID PATTERN AND 3" O.C.
GARAGE PORTAL FRAME
SCALE: 1/2" = 1'-0"
1
5
5'-11 3/8"
9'-9 3/8"
FRONT ELEVATION
HEADER PER PLAN -
MIN. 3" x 11.25"
FASTEN SHEATHING TO HEADER
WITH 8d COMMON NAILS IN
3" GRID PATTERN AND 3" O.C.
FASTEN HEADER TO KING STUD
WITH (6) 16d SINKER NAILSPONYWALLHGT.MIN. LENGTH BASED ON
6:1HEIGHT TO LENGTH
RATIO.FOR EXAMPLE: 16"
MIN.FOR 8' HEIGHT.
1'-11"
WOOD STRUCTURAL
PANEL STRENGTH AXIS
FOR A PANEL SPICE (IF
NEEDED),PANEL EDGES SHALL BE
BLOCKED,AND OCCUR WITHIN
MIDDLE 24"OF WALL HEIGHT. ONE
ROW OF3" NAILING IS REQUIRED
AT
EACH PANEL EDGE.
MIN. (2) 2x4 TYP.
SIMPSON STHD-14
4200# HOLD DOWN STRAP
2 @ EACH SIDE
CONC. FOUNDATION PER PLAN10'-0" MAX. HEIGHT12'-0" MAX. TOTAL WALL HEIGHTSIDE ELEVATION
MIN. 1000LB. TENSION
STRAP CENTERED AT
BOTTOM OF HEADER
SHEATHING FILLER
IF NEEDED
WOOD STRUCTURAL PANEL
MUST BE CONTINUOUS FROM TOP
OF WALL TO BOTTOM OF WALL,OR
FROM TOP OF WALL TO
PERMITED SPLICE AREA.
3/8" MIN. THICKNESS
WOOD STRUCTURAL
PANEL SHEATHING
CORNER DETAIL
3/8" MIN. THICKNESS
WOOD STRUCTURAL
PANEL SHEATHING
FASTEN SHEATHING
WITH 8d COMMON NAILS IN
3" GRID PATTERN AND 3" O.C.-----MILINER RESIDENCEPROJECT:BONUS ROOMTOTALUPPER FLOORMAIN FLOORLOWER FLOORFINISHED SQ.FT.PAGE#:REVISION RECORD:16274 GANNON AVE WROSEMOUNT, MN 55068559/22/22To the best of my knowledge these plans are drawn to comply with owner'sand/ or builder's specifications and any changes made on them after printsare made will be done at the owner's and / or builder's expense andresponsibility. The contractor shall verify all dimensions and encloseddrawing. JRO Drafting & Design is not liable for errors once constructionhas begun. While every effort has been made in the preparation of this planto avoid mistakes, the maker can not guarantee against human error. Thecontractor of the job must check all dimensions and other details prior toconstruction and be solely responsible thereafter.DATE:4-24-225-2-229-22-22