HomeMy WebLinkAbout5284 Taylor St, Fridley. Addition 02.14.2022 (2) E0 PROPERTY LINE: 131' 0"
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5268 5284 TAYLOR ST NE, _
FRIDLEY MN, 55421
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3D Render Rear ALL PLANS ARE TO BE REVIEWED BY THE GENERAL
PROPERTY LINE: 30' 11" 2 CONTRACTOR AND THE MUNICIPAL BUILDING
12" = 1'-0" OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
PLAN INFORMATION CODE INFORMATION
Area Schedule...
Sheet List Name Area
FRAMING NOTES: INSULATION: CODE INFORMATION:
-ALL EXTERIOR WALLS TO BE 2X6 @ 16"O.C.WITH -ALL EXTERIOR WALLS TO HAVE A MINIMUM RATING OF SINGLE FAMILY CONSTRUCTION TYPE IRC-1 Sheet Name Sheet Number
A DOUBLE TOP PLATE UNLESS OTHERWISE R-20 -2020 MINNESOTA STATE RESIDENTIAL CODE Upper level 481 SF
NOTED. -ALL ATTIC SPACES ARE TO HAVE A MINIMUM RATING OF -2017 NATIONAL ELECTRICAL CODE
-WALL FRAMING SHALL BE S.P.F. STUD GRADE OR R-49 -2020 MINNESOTA STATE MECHANICAL&FUEL GAS CODE Cover Page A100 Addition
BETTER UNLESS NOTED OTHERWISE(U.N.O.) -ALL FLOOR SPACES OVER UNCONDITIONED SPACE OR -2020 MINNESOTA STATE FIRE CODE Elevations & Section A200 Lower 478 SF
-ALL HEADERS SHALL BE (2)-2X10 U.N.O. CANTILEVERED ARE TO HAVE A MINIMUM RATING OF -2020 MINNESOTA PLUMBING CODE Level
-EXTERIOR SHEATHING SHALL BE 7/16" MATERIAL R-30 Foundation & Floor Plans A300
CONSISTING OF ORIENTED STRAND BOARD (OSB). Bracing Plans A400 Addition
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-ALL FLOOR AND CEILING SYSTEMS TO CHECKED SHEETROCK: SOIL TYPE: g
AND DESIGNED BY THE DESIGNATED -ALL CEILINGS ARE TO HAVE 5/8" NON-SAG GYPSUM DESIGNED WITH 2O00 PSF SOILS,ALL
MANUFACTURER. TRUSS PLANS TO BE ON SITE @ BOARD U.N.O. FOUNDATION CONSTRUCTION MUST FACTOR IN
TIME OF FRAMING -ALL WALLS ARE TO HAVE 1/2"GYPSUM BOARD U.N.O. THIS AT MINIMUM
-PRESSURE TREATED WOOD IS TO BE USED -GARAGE CEILING AND WALLS THAT ADJOIN HOUSE
WHERE WOOD IS IN CONTACT WITH CONCRETE WALLS ARE TO BE 5/8"TYPE "X"GYPSUM BOARD U.N.O. WIND EXPOSURE: *SITE PLAN BY OTHERS
AND AT 2X6 MUD SILL.TREATED MEMBERS TO BE -ALL EXTERIOR WALLS OF GARAGE AND HOUSE THAT ARE DESIGNED WITH "EXPOSURE B"CLASSIFICATIONS
S.Y.P.#2 OR BETTER. WITHIN 5'SETBACK TO HAVE 5/8"TYPE "X" EXTERIOR AND WIND GUSTS OF 115 MPH PER 2020 MN IRC
-FOR OPENINGS IN EXTERIOR WALLS(OR WALLS GRADE GYPSUM BOARD ON EXTERIOR SIDE OF WALL AND CODE REGULATIONS.
WITH LATERAL LOADING: 5/8"TYPE"X"ON INTERNAL SIDE OF WALL.
a) 0'-0"-4'-0"= 1 JACK STUD
b)4'-0"-8'-0"=2 JACK STUDS GENERAL NOTES: 52 Q/�V`"r Taylor S}` N E
c) 8'-0"- 12'-0"= 3 JACK STUDS DOORS AND WINDOWS: -ALL FOUNDATION WALL STRUCTURAL
d) GREATER THEN 12' = CONSULT ENGINEER. ALL WINDOWS AND DOORS TO NE DOUBLE GLASS INFORMATION USED TO CONSTRUCT THE
-POSTS CALLED OUT ARE NUMBER OF KING PANELS WITH LOW-E RATINGS. FOUNDATION SYSTEM IS TO BE ON SITE WHEN
STUDS REQUIRED PER SIDE OF OPENING. -ANY WINDOW WITHIN 24"OF A DOOR SWING MUST BE POURING OR BUILDING WALLS.
TEMPERED -ALL STRUCTURAL BEAMS, POSTS&TALL WALLS Fridley M N , 55421
-ANY WINDOW ABOVE A TUB MUST BE TEMPERED ARE TO BE BUILT PER I-LEVEL SPECIFICATIONS.
CONCRETE NOTES: -ANY WINDOW WITHIN A STAIRWAY MUST BE TEMPERED -ALL MANUFACTURED FLOORS & ROOF TRUSSES
-ALL CONCRETE FOOTINGS AND FOUNDATION -WINDOW GLAZING MUST BE AT LEAST 18"ABOVE ARE TO BE INSTALLED PER MANUFACTURERS
SYSTEMS ARE DESIGNED FOR A 2000 P.S.F. SOIL FINISHED FLOOR WHEN WINDOW IS ABOVE 6' FROM SPECIFICATIONS. Cover Page
-FOUNDATION WALLS SHALL BE FULL HEIGHT AT GRADE. -ALL MANUFACTURED FLOOR& ROOF TRUSS
UNBALANCED FILL GREATER THEN 3'-4" -ALL BEDROOMS TO HAVE AT LEAST ONE WINDOW THAT SPECIFICATIONS ARE TO BE ON SITE DURING
-1/2"ANCHOR BOLTS EMBEDDED 7" MINIMUM @ 4' HAS A CLEAR EGRESS OPENING OF 5.7 SQ. FT.WITH MIN. INSTALLATION.
O.C. MAX. 12" MIN. FROM EACH END. MINIMUM OF 2 DIMENSIONS OF 24" IN HEIGHT AND 20" IN WIDTH, SILL Project number 5284
HEIGHT NOT TO BE GREATER THEN 44"ABOVE FINISHED
BOLTS IN EACH SILL PLATE FLOOR. WINDOW FALL PREVENTION DEVICES Date 02/14/2022
-PAD FOOTINGS REINFORCEMENT IS -WINDOWS WITH SILLS WITHIN 3' OF THE FLOOR THEY AND WINDOW GUARDS SHALL COMPLY
LOCATED 3" FROM BOTTOM OF FOOTING TYP.(WHEN REQUIRED) SERVE AND ARE 72"ABOVE GRADE MUST EITHER HAVE A WITH THE REQUIREMENTS OF ASTM F Drawn by Ilya Kazlouski
-CONTRACTOR IS RESPONSIBLE FOR ALL STEEL FALL PREVENTION OR OPENING LIMITER DEVICE PER 2090 a
REBAR SIZING PER STATE AND LOCAL BUILDING CODE.
CODES WINDOW AND EXTERIOR DOOR U- N
MECHANICAL 8A ELECTRICAL: A O O LP
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-MIN. 5000 PSI CONCRETE(&_ALL FOOTINGS
-ALL ELECTRICAL AND MECHANICAL EQUIPMENT TO FACTOR TO BE 0.30 OR BETTER
BE VERIFIED AND INSTALLED PER CODE BY GLASS SOLAR HEAT GAIN COEFFICIENT C"
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APPROVED TRADES AND INSTALLERS. (SHGC) TO BE 0.28 OR BETTER Scale As indicated
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SLOPE GRADE AWAY
FROM BUILDING
—6" MIN. BETWEEN SIDING
III AND GRADE MIN.-
- 40" HEIGHTI I 1 III III -
-RETAINING WALL-
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11'- 1"
RearLeft
U 1/4" = 1'-0" 1/4" = 1'-0"
ROOF :
VENT ROOF 1/300 TH.VALLEYS&
ALL ROOF/WALL INTERSECTIONS
30 YR ARCHITECTURAL ASPHALTIC SHINGLES
15#ASPHALT FELT
ICE&WATER SHIELD (FIRST 6'-0"
AND ALL VALLEYS AS PER CODE)
1/2" PLYWD. SHTG.W/CLIPS
ENG. ROOF TRUSSES @ 24"O.C.
AIR CHUTE (PROVIDE UNOBSTRUCTED AIR FLOW)
(R-49) BLOW IN INSULATION
4 MIL. POLY VAPOR BARRIER ALL PLANS ARE TO BE REVIEWED BY THE GENERAL
5/8"GYP. CEILING BD. CONTRACTOR AND THE MUNICIPAL BUILDING
ENG. ROOF TRUSSES @ 24" O.C. EXISTING
FASCIA : (MATCH EXISTING SLOPE &SIZE) ROOF TRUSSES OFFICIAL PRIOR TO CONSTRUCTION.
AVA STUDIO LLC. IS NOT RESPONSIBLE
2X6 SUB FASCIA FOR ANY PROBLEM AS A RESULT OF AN ERROR
6"ALUMINUM FASCIA — — T.O. Upper Level OMISSION ON THESE PLANS.
ALUMINUM VENTED SOFFIT 13' - 1 1/8"
WALL : R-49 CLOW IN INSUL.
4 MIL. POLY.V.B.
1/2"GYP. BD. TYP. 5/8"GYP. BD. CEILING
4-MIL. POLY VAPOR BARRIER 00
(R-21) FBGLS. BATT INSULATION — — — — �- —
T.O. Main Level
2X6 STUDS @ 16"O.C. 9' - 0 5/8" 1
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7/16"OSB SHEATHING
TYVAKE HOUSE WRAP
*NEW SIDING PER ELEVATION 3/4"OSB SUBFL.
Wiper Level
RIM BETWEEN LEVELS 2x10 FLOOR JOISTS @ 16 O.C. TO MATCH EXISTING EXISTING 2x10 JOISTS 5' - 0"
7/16"OSB RIM SHEATHING — —
O B-Se ent
2X4 CONTINUOUS RIBBON BD.
BD.
(R-21) CLOSED SELL FOAM INSUL. RIM 2X10 TREATED LEDGER
\� - - 5/8"GYP. BD. CEILING 4' - 2"
ATTACHED WITH LEDGERLRLOK
DURASEAL OR SAME QLTY. 5"SCREWS "W" PATTENT 12"O.C.
AND 2 AT EACH END OF LEDGER -' EXISTING CONC. FLOOR Main Level
RIM BETWEEN LOWER AND MAIN LEVELS 0O PATCH AND REPLACE 0' - 11 1/2"
7/16"OSB RIM SHEATHING AS NEEDED
T.O. Fo datOn
TREATED 2X8 SILL PLATE &SILL SEAL TYP. O' - oil
(R-21) CLOSED SELL FOAM INSUL. RIM
DURASEAL OR SAME QLTY.
_ Lower Level 5284 Taylor St NE
FOUNDATIONij
— — : •_ _; -.  -3' - 6"
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1/2" DIAMETER A.B.W/7" MIN. EMBEDDED&2" 12" DIA. C.I.P. CONC PIER 48" —TOP COURSE 6"CMU 3.5" IC SLAB (MATCH EXISTING)_ -°—
SIDE X 1/8"THICK SQUARE OR ROUND BELOW GROUND W/24" BELL 4 COURSES-I OVER 6 MIL. POLY.VAPOR BARRIER z -
COUNTERSINK WASHERS @ 72"AND WITHIN 12" WITH SIMPSON ABAZ66 POST �•_. —12"CMU BLOCK- OVER 4"GRANULAR COMPACT FILL x o- Fridley M N 5 5421
FROM EACH CORNER&WINDOW WELL BASE ATTACHMENT TO 6x6— —42" BELOW GRADE MIN.- III - W T.O. FOOtin --�, 7
WEATHER RESISTANT OPAQUE PROTECTIVE COATING POST w/(1) 1/2" DIA.ANCHOR _ 20"x8"CONC. FTG. TYP. {� {
TO 6" BELOW GRADE MIN. BOLT TYP.-I III IT III -7' - 1 1/2" %AF
(R-10)2"(XPS) FOAM INSULATION COMPLYING WITH -III Elevations & Section
ASTM C578 -
ASPHALT EMULSION PAINT WATERPROOFING
EXTERIOR SIDE AND TOP OF WALL Project number 5284
12"CMU BLOCK 5 COURSES MIN. Date 02/14/2022
42" BELOW GRADE MIN. U.N.O.
20"X 8"CONC.FTG.W/REBAR AS PER CODE Drawn by Ilya Kazlouski
5000 PSI MIN COMPRESSIVE STRENGTH
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Section 1LP
1/4" = 1'-0" A200
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Scale 1/4" = 1'-0"
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A200 A200
23'-2" 23'-2"
10'- 1" 13'- 1" 4'- 11 9/32" 23'-2"
5'-3" 7'-6" 3'-7 1/2" 3'-7 1/2" 3'-2" 9'- 10 3/4" 13'-3 1/4"
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23'-2" 4'-0" 9'-0" 00 3'-41/2" 3'-41/2" 3'-5"
7'-7" 7'-61/2" 7'-7"
12" DIA. C.I.P. CONC PIER 48"
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BELOW GROUND W/24" BELL II
WITH SIMPSON ABAZ66 POST i� �i PRIVATE Q
BASE ATTACHMENT TO 6x6 o II DEC +
POST w/(1) 1/2" DIA.ANCHOR ili N
BOLT TYP. o 0
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2X10 TREATED LEDGER BD. W O �2 FOUNDATION
ATTACHED WITH LEDGERLOK 10'-8" WALL STEP II AVA STUDIO
(2x6 BLOCKING) II Q _
5"SCREWS "W" PATTENT 12"O.C.
I I 2'=6" � 3'-�0" 3'�0"
AND 2 AT EACH END OF LEDGER - a'=o 2'-6"— a'-o 2'=6°_ 4332 Brookside Ave St Louis Park MN 55436
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EGRESS
F -� •-, - 2'-4°6'-8" TEMPERED
6"CMU HALF WALL TOP COURSE 6"CMU -
5 COURSES 12"CMU 4 COURSES 12"CMU -
42" BELOW GRADE MIN. 42" BELOW GRADE MIN. MASTER
AVASTUDIO.HOUZZ.COM
20"x8"CONC. FTG. TYP. 20"x8"CONC. FTG. TYP. !� - ao W.I.C. BEDROOM
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BEDROOM #3 z : a"cbNc.'
av PAD -
ENG. ROOF TRUSSES @ 24"O.C. �
9'6°x13'4" m FAMILY ROOM -" •_ .. _.,-• - '" � - - - - - - - - - - N
7' 8"CEILING
CARPET FLOOR o 12'6"x 21'7" N a�
6'-6 3'-7" J 7' 8"CEILING 3'- 101/4" 5'-41/4" 3'- 11"
-10
CARPET FLOOR
SD NEW
o o CONC. PAD 20"W.X 8" D. N
is UNDER BEARING WALL -
N CLOSET `° W/2#4 TYP. "' BEDROOM #1
NOTE: PROVIDE (1)#4 X2'-0" LONG DOWEL@ N 6'-6" U) 9' C x IN 7" o FAN
8' CEILING
TOP COURSE AND MIDDLE COURSE& N � N 00
2PLY 9 1/4" o w CARPET FLOOR N
(2)#4 2'-0" LONG DOWELS @ STRIP FOOTING. W
LVL HDR. c7 -5 1/4" 2'- 11"
EPDXY GROUTED INTO EXISTING STER
WALL(6" MIN. EMBED) &GROUT NEW WALL
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STORAGE/ III NOTE: PROVIDE 1 #4 X2'-0" LONG DOWEL _ - - _ BATH
CORES SOLID AT DOWELS TOP COURSE AND COURSE& @ i O
O CLOSET EXISTING � SD
CT FLOOR
2 #4 2'-0" LONG DOWELS STRIP FOOTING.
FOOTING ( ) @
CM EPDXY GROUTED INTO EXISTING LO CUSTOM
WALL(6" MIN. EMBED) &GROUT NEW WALL W.I.
2'-6"6'-8° SD ? CORES SOLID AT DOWELS 2'-6"6'-8° SHOWER 60"VANITY
-� �10,-4„Cro-- -- - C/O
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demolished wall line WALL LINE
cn ALL PLANS ARE TO BE REVIEWED BY THE GENERAL
y NEW PARTITION WALL 0 DIRECTLY UNDER C w CM CONTRACTOR AND THE MUNICIPAL BUILDING
w BEDROOM #4 EXISTING BEAM p BEDROOM #2 OFFICIAL PRIOR TO CONSTRUCTION.
w 9'6"x 11'2" w 9' 5"x 11'6" SD LOFT AVA STUDIO LLC. IS NOT RESPONSIBLE
O O 8' CEILING FOR ANY PROBLEM AS A RESULT OF AN ERROR
7' 8"CEILING -
CARPET FLOOR 12' 8"x 12'6" OMISSION ON THESE PLANS.
co CARPET FLOOR 8' CEILING
WOOD FLOOR
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5284 Taylor St NE
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Fridley MN , 55421
Foundation & Floor
Plans
Lower Level n Upper Level
1/4" — 1'-0" U 1/4" — 1'-0" Project number 5284
— — Date 02/14/2022
Drawn by Ilya Kazlouski
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A300
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Scale 1/4" = 1'-0"
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General Bracing Notes
Where floor or roof framing members are perpendicular to exterior braced wall lines above or below,
solid blocking shall be provided between the framing members at braced wall panel locations to permit
TABLE R602.10.3(1) BRACING REQUIREMENTS BASED ON WIND SPEED fastening of wall plates in accordance with and shall extend to within 2 inches of the bottom side of the roof
sheathing and shall be fastened in accordance with Table R602.3(1).
CONTINUOUSLY SHEATHED - EXPOSURE CATEGORY B Solid blocking to be provided @ floor trusses below
7CED-LINTE
BRACED WALL LINE = 30-FOOT MEAN ROOF HEIGHT MINIMUM TOTAL LENGTH (FEET) OF BRACED p
WALL PANELS braced wall panels.
- 10-FOOT WALL HEIGHT REQUIRED ALONG EACH BRACED WALL LINEa All framing and foundations shall be shored and temporarily braced as required by the
- 2 BRACED WALL LINES contractor and all minimum nailing shall be in accordance with IRC Table R602.3(1). Lumber shall be
minimum#2 SPF with treated lumber to be#2 S. Pine and engineered lumber to have Fb =2600 psi with E _
Methods 2.0.Assume all lumber is of good quality and does not have large splits and checks and
Ultimate Braced Wall DWB'WSP, Methods shall be visually inspected by the contractor at the time of construction.All fasteners in contact with treated
RETURNHDLD- Design SFB, lumber shall be G185 hot dipped galvanized or equal.
PANEL DowN Line Method Method CS-WSP,
DEVICES BRACED WALL PANEL AT Wind Story Location PBS, PCP, HPS,
END OF BRACED WALL LIE END OF BRACED WALL LINE Spacing` LIB1' GB CS-G,
END CONDMONI END CONDITION 2 Speed (feet) BV-WSP,ABW, CS-PF
�CONTIMOUSLY SHEATHES _ I (mph) PFH,
BRACED WALL LIE CONTINUOUSLY SHEATHED
BRACED WALL LINE PFC, CS-SFB Braced Wall Plan Abbreviations
10 3.5 2.0 1.5
20 6.0 6.0 3.5 3.0
30 8.5 8.5 5.0 4.5 BWL. - Braced Wall Line
RETURN �a BWP. - Braced Wall Panel
INIMUM BRACED WALL PANEL PANEL I�►� I r-, 40 11.5 11.5 6.5 5.5 CS-WSP. -Continuously sheathed wood structural panel
AT END OF BRACED WALL LINE 10'MAX FIRST BRACED
WALL PANEL
TS
END CONDRION3 p sEEREOUIREME END CONDITION♦ 50 14.0 14.0 8.0 TC GS. -Wall Panels sheathed w/gypsum board both faces
�NBR CE W,Y,LVF� REQUIREMENTS 60 16.5 16.5 9.5 8.0 PFH. - Portal Frame with Holdownds
Return panel. 2<'for braced oval Imes sheathed with
PFG. - Portal Frame Garage �
Hood structural panels 10 6.5 6.5 3.5 3.0
32'for braced wal Ines sheathed with CS-PF. - Continuous Portal Frame
structural fiberboard
Distance D: 24•for braced wag Ines sheathed with 20 11.5 11.5 6.5 5.5
wood structural panels WSP. - Intermittent wood structural panel
32'for braced wag Ines sheathed with 30 16.= 16.= 9.5 8.0 H D. - Hold Down AVA STUDIO
structural fiberboard TT.-Tension Tie 4332 Brookside Ave St Louis Park MN 55436
Hold-down 800 lbs capacity fastened to the edge of the 40 21.5 21.5 12.E 10.5 EMAIL PROHOMEEXTERIOR@YAHOO.COM
HOLD'DOVN� FIRST BRACED
WALL PANEL device. braced wag panel closest to the corner and
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END CONDmON S to the foundation or Boor framing below 50 26.5 26.S 5.5 13.r
60 31.5 31.S 18.- 15.`
AVASTUDIO.HOUZZLOM
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23'-2"
23'-2" -9' 4'-9" 4'-0' 9'-9" 1'- 11"
2'-9" 5'-0" 3'-9" 9'-9" 1'- 11"
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BWL 1 CS-WSP- CS-WSP - CS-WSP BWL 1 CS-WSP CS-WSP CS-WSP
171-111
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ALL PLANS ARE TO BE REVIEWED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL STUDIO PRIOR
LCT O CONSTRUCTION.
AVA IS NOT RESPONSIBLE
FOR ANY PROBLEM AS A RESULT OF AN ERROR
OMISSION ON THESE PLANS.
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BWL 2 - - - - - - - - - - BWL 2 - - - - - - - - -
EXISTING EXTERIOR WALL EXISTING EXTERIOR WALL
5284 Taylor St NE
"00
F , o o Fridley MN , 55421
Bracing Plans
efrigerato 0
Project number 5284
l
i i i i i i Date 02/14/2022
J Lower Level Bracing Upper Level Bracing Drawn by Ilya Kazlouski
U 1/4" = 1'-011 U 1/41' = 1'-0"
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A400
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Scale 1/41' = 1'-0"
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