HomeMy WebLinkAboutfinal garage review 295 rice Creek Blvd LINE OF ROOF EAVE(ABOVE)r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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WC 1 1 00 1
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O DEN I OFFICE KITCHEN 00 DINING ROOM WC L BEDROOM 2 '
BONUS ROOM LAUNDRY + MECHANIC '
/ o ; APPROVED
I JensenD03/06/2023
OWN 1
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«STL beam» «STL beam» CENTER LINE OF TRUSSES/GABLE ROOF
1 STA
[verify span condition w/existing trusses
to determine if center walls are bearing]
UNEX VATED I
existing egress wdw. 1 I 1 Smoke detectors in each
[deeper light well] I �' I `\ I sleeping room and on each level
FAMILY ROOM BEDROOM 1 GARtr r LIVING ROOM BEDROOM 3 BEDROOM 4 i of the house per R314
UP �o°` 1 / remove as needed fornew garage `
I CO detection per R315
2020 I RC.
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/ <VERIFY BEARING+STRUCT. demo.as needed for new WDW+DR '
- - - - 1 - - - - `�i I
CONDITION @ WALL/ROOF I i
/ 1000 gsf (lower level) / 1 demo.existing 1200 gsf (upper level)r
v / I stoop+entry - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J
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DENOTES DEMOLITION 1 I I J�`-J :DENOTES DEMOLITION
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1: LOWER FLOORAS-BUILT/ DEMOLITION PLAN I 1 1 2: MAIN FLOOR AS-BUILT/ DEMOLITION PLAN
1/4"=1'-0" I garage:270gsf
LINE OF ROOF EAVE(ABOVE)- - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
remove gable roof over south wall
N
a
This plan copy to be at job site
3
A.2
LINE OF ROOF EAVE(ABOVE)r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LINE OF ROOF EAVE(ABOVE)
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DEN I OFFICE KITCHEN 00 DINING ROOM WC 2 SD BEDROOM 2 '
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1 2 8° 71-8m
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5 S 7 1 DOWN
A.2 L '�
high side(north) 00 r SD/CO
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o Provide min. 1/2" drywall on the garage
- side that extends to the roof deck.
RAGE NOTE:use 112"min.th.gyp.bd.OR fire protected sheathing S D
35' SETBACK
(affected walls shown with dotted line) ------- b 1
i use mineral wool fiber insulation @ walls shown A.2 1 N
r r '� y4aT✓y ` \ `-_\ NOTE.ASSURE 20minute.FIRE RATED DOOR i L
' '"" """� BEDROOM 3 BEDROOM 4 � z 14"!1i(@
Provide 20 minute fire -rated doors to
°c SD
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i / %pg EN garage from house.
2 o i 14"!!/� ` *4' ' 1 i V
A.2 .2 2'-211
/r 24°o!� �op9 \ 2112 r.o. - r.o. i J
n DOWN o DOWN
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C!3 - add blocking b eer CVLs a eeded i eta
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74"T✓ to bear load @ existing t members /7L*w s 1 p
• r / ��l�%\ o \NCRETF \ 'o9door newin swinging door - - - - _ - _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LINE OF ROOF EAVE(ABOVE)
S�4B - - -= -  - r - - - - - 6 -� E(A E) m
NEW GARAGE �s BF1OWFFxst2stoo \ A.2 �
o �sTo , Provide 36" entry/front door LLJ
r r \ o (concre \ OP \ W
v
---.NEW 6'x8'ENTRY DdOR+STOOP 4 W
i r A.2 V
a
(Vlih-6"/clearance from Z
framing/siding to ground. p
:DENOTES NEW CONSTRUCTION G
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3: SITE PLAN Wo-- ;\ �� 4: MAIN FLOOR PLAN -with added garage/structural + electrical Q
1"=20'-0" ? 2X1g9ar9e \ , 1/4"=1'-0"
a door
5 CD
AG :600sf o / A.2
4'0' \ _ _zo r low side(south)
\ *� r 2023*02920 A 1
location of garage angle relative to existing house �
A•2 [rough/framing dimensions]
ROOF CONSTRUCTION:
12
TPO or similar membrane roofing
1/2"th. protection board 2'-0" 6 ROOF PITCH
-sloped rigid insulation or furring TYP.eave width
3/4"th. boards,(perimeter)+sheathing ---' - -
EXISTING HOUSE/CONDITION SHOWN LIGHTER 14"structural members w/R-20 min.insulation
1/2"th.sheathing
SEE DETAIL 7 (below)
TYP. RUSS BEARING HEIGHT
T.0.14"ROOF RAFTERS ------
- r-------- ---
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<<14 TJI I LVLs 24"o.c. >>
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3/4"th.T+G boards @ overhang NEW GARAGE CEILING FRAMING SET 1 1/2" BELOW EXISTING
ROOF FRAMING AS SHOWN (NOTE:existing eave and cross
>> '
wood siding run horizontal exterior lights 1BD - - .354"th.LP SmartSide Vertical Siding, ' 1
gable over existing garage removed at new garage area) ;
- cut from 16"xl6'stock,typical"wrap"over ,
EO EO EO extended TJI's+LVLs-(quirk miter @ corners)
n n
ro o A 1 118"th.PSL rim joist board between TJI/LVL ;
` � 2x4 blocking above walls,(typical @ TJI webs) ;
n n 1
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iEs
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-- I NEW DOOR+WDW. DEC STOOP Yi17
I 7'x18'garage door I "
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r l_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IT _ _ _ _ - - Min 36" entry door, tempered glass N N
V V , 1
L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v v 1
Overhead garage door shall be '
1 '
1: SOUTHERN ELEVATION wind-rated for 114 mph. WALL CONSTRUCTION: ;
3/4"th.cedar or thermally modified wood boards ;
1/4"=1'-0 (rain-screen application w/gaps between boards)
7mm drainage matt,(dark gray/black color) ;
1
water barrier layer ;
1
112"th.sheathing '
2x6 framing FIFE '
------ --------------
1
1/2"th.sheathing44 N
TOP OF NEW STOOP 1 DECK _ ^
Provide teated bottom plates + _ MATCH T.O.WALL BEARING HEIGHT r-----------------
EXISTING HOUSE/CONDITION SHOWN LIGHTER SECTION @HIGH END °
FINISHED GRADE @STOOP '
(NORTH) °g _ 4N CONC.SLABLl
' = 4"CONC.SLAB SECT 0 N @ LOW EN D ,
�1 -x x x _x ' (SOUTH)
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1 1 '
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t 1 1
' _ Anchor bolts: min 7" embedded in concrete,
' min 2 per sill, min. 12" from plate ends, min.
Go
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v E 6 ' O.C.
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wood siding run horizontal - � woo iding run horizontal» � � ' N to be at job site
plan py
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n COhI .FTG. 1
5: BUILDING CROSS SECTION, [NEW GARAGE] 6: BUILDING SECTION, [EXISTING CONDITIONS V.I.F.]
3/4"=1'-0" 3/4"=1'-0"
3
4"
Yx 6'-8"service door 7'x18'garage door
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r I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LF - - - - - - - - -I 2"roof edge flashing
1/2"th.blocking
L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -L _ _ _ _ _ _ _ _ _ - Min. 6" clearance from 1
framing/siding to ground. 7mm drainage mat
.354"th.LP SmartSide Vertical Siding,
2: WESTERN ELEVATION cut from 1 6"x1 6'stock I
1 112"th.x 4114"x 14"wood trim,
I
(cut from 2x6 to allow for square edges)
Provide engineer report on roof framing/ truss spans. cap flashing to protect siding boards below
3/4"cedar/thermally modified wood siding
set over 7mm drainage matt,(rain-screen detail) -- - _-_--
allow for gaps between boards,see elevations
to determine vertical or horizontal application CV
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EXISTING HOUSE/CONDITION SHOWN LIGHTER Ltt'7
Z
7: BUILDING SECTION @ WEST EAVE >
1 1/2"=1'-0" LLI
J
ID
2" IZ
— — - — J
_ -- - 2"roof edge flashing W
1/2"th. blocking LLI
- :- n �=10 wood trim @ S+ N perimeter Min. 6" clearance from V
-- - n 10: IMAGE OF ENTRY AREA- n.t.s. framing/siding to ground. W
14"TJI,set beyond wall as shown v
- 14" LVL header for garage door,
o, attached directly to TJI @ 2x4 water barrier membrane/wrap L1C7
a a top and bottom cord a
CV
.354"th.LP SmartSide Vertical Siding, Provide tempered glass and 36" entry door �1
cut from 16"06'stock add furring to 14' LVLs to match width of TJI's V
wood siding run horizon al
water barrier membrane/wrap C
3/4"cedar/thermally modified wood siding C
� 1 3/4" .354"th.LP SmartSide Vertical Siding,
� L - - - - - - - - - - - - - - - - - - - - - - - - _ set over 7mm drainage matt,(rain-screen detail) Q
I cut from 16"x16'stock,typical"wrap"over Q
_ I _ _ _ _ _ _ _ _ _ _ - L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ allow for gaps between boards,see elevations
i extended TJI's+LVLs-(quirk miter @ corners) L.IJ
existing CMU foundation wall+footing to determine vertical or horizontal application
Q
CM
3: NORTHERN ELEVATION 4: EASTERN ELEVATION 8: BUILDING SECTION @ SOUTH EAVE, (north eave similar- mirrored) 9: BUILDING SECTION @ EXTENDED RAFTER
1/4"=1'-0" 1/4"=1'-0" 1 1/2"=1'-0" 1 112"=1'-0"
CM
2023.02.20qD
Land Plarunng 370Mississ ppiSt.Nf.
Land Surveying Minneapolis 21,
Soils Testing ENGINEERING., INC. Minnesola
Owl&Municipal S1117se144066
E17JIneenny En9 ineers Survecyors
certa,fic to of survey
► AP LOVED
D Je enD03/07/2023
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Set
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26' -new 9a
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l hereby cerfiry the*15 is a free and correct represenbf ion o�'a survey e#m boundor;es qr!he abore &sc-; ed land,and
#'lfie lorgtion cal(bw/dings,lherean,ordo!/risible p�rcrnvdimenfs,rI'any, fv
n or an said land As surveyed by me flns _cby
A.0.19 SUBURBAN ENGINEERING, INC.
[jYmeers fr Surreyors