HomeMy WebLinkAboutFinal Review 5284 Taylor Street PROPERTY LINE: 131' 0"
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1" = 10'-0" 2 12" = 1'-0"
ALL PLANS ARE TO BE REVIEWED BY THE GENERAL
PROPERTY LINE: 30' 11" CONTRACTOR AND THE MUNICIPAL BUILDING
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 278 SF
NOTED. -ALL ATTIC SPACES ARE TO HAVE A MINIMUM RATING OF -2017 NATIONAL ELECTRICAL CODE Addition
-WALL FRAMING SHALL BE S.P.F. STUD GRADE OR R-49 -2020 MINNESOTA STATE MECHANICAL&FUEL GAS CODE Cover Page A100
BETTER UNLESS NOTED OTHERWISE (U.N.O.) -ALL FLOOR SPACES OVER UNCONDITIONED SPACE OR -2020 MINNESOTA STATE FIRE CODE Elevations & Section A200 Lower 278 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). Addition
-ALL FLOOR AND CEILING SYSTEMS TO CHECKED SHEETROCK: SOIL TYPE: Bracing Plans A400
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`T Taylor S+l 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 U 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 WINDOW FALL PREVENTION DEVICES
-PAD FOOTINGS REINFORCEMENT IS TO BE FLOOR. Date 04/25/2022
WINDOWS WITH SILLS WITHIN 3'OF THE FLOOR THEY AND WINDOW GUARDS SHALL COMPLY
LOCATED 3" FROM BOTTOM OF FOOTING TYP. SERVE AND ARE 72"ABOVE GRADE MUST EITHER HAVE A WITH THE REQUIREMENTS OF ASTM F
Drawn by Ilya KazlOuski
(WHEN REQUIRED)-CONTRACTOR IS RESPONSIBLE FOR ALL STEEL FALL PREVENTION OR OPENING LIMITER DEVICE PER 2090
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CODE.
REBAR SIZING PER STATE AND LOCAL BUILDING o
CODES WINDOW AND EXTERIOR DOOR U- l
@ MECHANICAL& ELECTRICAL: A O O
-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 N
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APPROVED TRADES AND INSTALLERS. (SHGC) TO BE 0.28 OR BETTER Scale As indicated N
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SEPARATE PERMITS FOR: ELECT, PLUMB. MECH. Provide proper sized supply and W
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RIDGE VENT (OR SIMILAR) W
-- NEW ASPHALT SHINGLES All
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Call for framing inspection
prior to building wrap/ siding. -
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Provide treated bottom plates in
basements and proper sized framing
nails.
~ SLOPE GRADE AWAY
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—6 MIN. BETWEEN SIDING
AND GRADE MINI
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1/4" = 1'-0" 1/4" = 11
ROOF : Smoke detectors in each
VENT ROOF 1/300 TH. VALLEYS& sleeping room and on each level
ALL ROOF/WALL INTERSECTIONS of the house per R314
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 CO detection per R315
ENG. ROOF TRUSSES @ 24"O.C. 2020 1 RC.
AIR CHUTE (PROVIDE UNOBSTRUCTED AIR FLOW)
(R-49) BLOW IN INSULATION
4 MIL. POLY VAPOR BARRIER Anchor bolts: min 7" embedded in concrete, ALL PLANS ARE TO BE REVIEWED BY THE GENERAL
5/8" GYP. CEILING BD. min 2 per sill, min. 12" from plate ends, min. ENG. ROOF TRUSSES @ 24"O.C. EXISTING CONTRACTOR AND THE MUNICIPAL BUILDING
FASCIA: 6 ' O.C. (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
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6"ALUMINUM FASCIA — — — — — — — —T.O. Upper Level OMISSION ON THESE PLANS.
ALUMINUM VENTED SOFFIT Provide deck attachment for lateral support, min (2) 13' - 1 1/8"
WALL : Per section R507.9.2 2020 IRC. 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 w
(R-21) FBGLS. BATT INSULATION — — — — — — T.O. Main Level
9' - 05/8"
2X6 STUDS @ 16" O.C. MAX RAIL SPACING 4" w 2x10 FLOOR JOISTS @ 16 O.C. ,
7/16" OSB SHEATHING MIN GUARD HEIGHT; ` TO MATCH EXISTING
TYVAKE HOUSE WRAP 36"
*NEW SIDING PER ELEVATION
3/4 OSB SUBFL.
Upper Level
RIM BETWEEN LEVELS — — — —
EXISTING 2x10 JOISTS 5' - 0"
7/16" OSB RIM SHEATHING T.O. el
2X4 CONTINUOUS RIBBON BD.
(R-21) CLOSED SELL FOAM INSUL. RIM 2X10 TREATED LEDGER BD. 5/8'GYP. BD. CEILING 4' - 2"
DURASEAL OR SAME QLTY. ATTACHED WITH LEDGERLOK
5" SCREWS "W" PATTENT 12" O.C. _ Main Level
AND 2 AT EACH END OF LEDGER — - EXISTING CONC. FLOOR--- - — 0' - 11 1/2"
RIM BETWEEN LOWER AND MAIN LEVELS _ 00 PATCH AND REPLACE _
7/16" OSB RIM SHEATHING AS NEEDED
TREATED 2X8 SILL PLATE &SILL SEAL TYP. Ledger attachment to house per R507.9.1.3 2020 IRC T.O. o IOn
0' - 0"
(R-21) CLOSED SELL FOAM INSUL. RIM
DURASEAL OR SAME QLTY.
FOUNDATION Lower3eveel 5284 Taylor St N E
1/2" DIAMETER A.B. W/7" MIN. EMBEDDED &2" - 2" DIA. C.I.P. CONIC PIER
SIDE X 1/8"THICK SQUARE OR ROUND ELOW GROUND W/24" BELL a Z -
COUNTERSINK WASHERS @ 72"AND WITHIN 12" ITH
FROM EACH CORNER &W NDOW WE _ _BASE AT O T AC TO 6x6ST _ T.O. Footing Fridley M N ,55421
WEATHER RESISTANT OPAQUE PROTECTIVE COATING 1)11/2 DIAi ANCHOR1--� -7' - 1 1/2"
TO 6" BELOW GRADE MIN. OLT TYP
(R-10)2" (XPS) FOAM INSULATION COMPLYING WITH 3.I5I' CONIC SLAB (MATCH(EXISTING) Elevations & Section
-
ASTM C578 -TO C S 6 C U -OVER 6 MIL. POLY.VAPOR BARRIER
ASPHALT EMULSION PAINT WATERPROOFING �2"OCMUSB BLOCK
' III OVER 4" GRANULAR COMPACT FILL
EXTERIOR SIDE AND TOP OF WALL 42" BELOW GRADE MIN. Project number 5284
12"CMU BLOCK 5 COURSES MIN. 20"x8" CONC. FTG.TYP. 12" masonry foundation wall
Date 04/25/2022
42" BELOW GRADE MIN. U.N.O. reinforcement In accordance with section
20" X 8" CONC.FTG. W/ REBAR AS PER CODE R404.1 .1 (4) 2020 IRC. Drawn by Ilya Kazlouski
5000 PSI MIN COMPRESSIVE STRENGTH Q
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23'-2" 9'- 10 3/4" 2'-4" 10'- 11 1/4" AVA STUDIO
5'-3" T-6" 3'-7 1/2" 3'-7 1/2" 3'-2" 7 4'- 11" 4'- 11 3/4" 5'-2 1/4" 5'-9" 4332 Brookside Ave St Louis Park MN 55436
10'- 1 1/2" 13'-0 1/2" EMAIL PROHOMEEXTERIOROYAHOO.COM
12" DIA. C.I.P. CONC PIER 48"
BELOW GROUND W/24" BELL
WITH SIMPSON ABAZ66 POST (2) 2X10 TREATED \
BASE ATTACHMENT TO 6x6 ========= ===== == -_______= ____
POST w/(1) 1/2" DIA. ANCHOR
BOLT TYP. 7'-7" - 1/2" 7'-7"
2X10 TREATED LEDGER BD. it c i li Emergency escape opening per PRIVA E
ATTACHED WITH LEDGERLOK - „ FOUNDATION DEC
II „ R310.1 2020 I RC o
5" SCREWS "W" PATTENT 12 O.C. WALL STEP w cl)U _
AND 2 AT EACH END OF LEDGER 00 II � O „ 22'8"x 8 0"
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6" CMU HALF WALL 4'-0' 4'-0" 4'-0" 4'-0" 6'o"X DING GLASS DOOR
5 COURSES 12" CMU -
42" BELOW GRADE MIN. _EGRESS_ 2PLv91/4"LVLHDR.
20"x8" CONC. FTG. TYP.
TOP COURSE 6" CMU _ o
4 COURSES 12° CMU o � BEDROOM #2 MASTER
42" BELOW GRADE MIN. BEDROOM o
20"x8" CONC. FTG. TYP. - 9' 0"x 9' 2"
o W - � °' 8'CEILING 10' 3"x 15' 5"
NOTE: PROVIDE (1) #4 X2' 0" LONG DOWELO - v = g a°coNc.' _ - a, CARPET FLOOR
T FAMILY ROOM j C3 PAD' O O & CEILING b
TOP COURSE AND MIDDLE COURSE & OFFICE
N J z ' CARPET FLOOR
(2) #4 2'-0" LONG DOWELS O STRIP FOOTING. N z Z iv N N
EPDXY GROUTED INTO EXISTING T r 9' 5"x 11'5" W 12' 6"x 21' 0" �, r r SD
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WALL(6" MIN. EMBED) & GROUT NEW WALL T 8" CEILING SD o T 8" CEILING a �' ENG. ROOF TRUSSES O 24" O.C.
CORES SOLID AT DOWELS CARPET FLOOR o CARPET FLOOR N X - „NOTE: PROVIDE (1) #4 X2'-0" LONG DOWELO
zo TOP COURSE AND MIDDLE COURSE &
(2) #4 2'-0" LONG DOWELS O STRIP FOOTING.
2x10 O 16"O.C. TO MATCH EXSITING - EPDXY GROUTED INTO EXISTING ),0""s'-8" SD
_WALL " MIN. EMBED) GROUT NEW WALL EXISTING
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10'-4"C/O demolished wall line
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demolished wall line
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ALL PLANS ARE TO BE REVIEWED BY THE GENERAL
NEW PARTITION WALL w 2'-6"6'-8" v CONTRACTOR AND THE MUNICIPAL BUILDING
O 0 Lo °C OFFICIAL PRIOR TO CONSTRUCTION.
DIRECTLY UNDER
Ir W BEDROOM #4 EXISTING BEAM W AVA STUDIO LLC. IS NOT RESPONSIBLE
EXISTING W 9' 5"x 11'2" w bo
FOOTING 7' 8" CEILING 0 0 BEDROOM #3 \ / FOR ANY PROBLEM AS A RESULT OF AN ERROR
9' 5"x 11' 6" ,� OMISSION ON THESE PLANS.
CARPET FLOOR \ \EXISTING BAR/ iv 8' CEILING N N
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5284 Taylor St NE
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Foundation & Floor
Plans
Lower Level Upper Level Project number 5284
Date 04/25/2022
Drawn by Ilya Kazlouski
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A300N
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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
JONTINUOUSLYSHEATt% BRACED WALL LINE - 30-FOOT MEAN ROOF HEIGHT MINIMUM TOTAL LENGTH(FEET)OF BRACED braced wall panels.
BRACED WALL LINE 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
RETURN HMD• Design SFB, lumber shall be G185 hot dipped galvanized or equal.
PANEL DOWN Line Method Method CS-WSP,
BRACED WALL PANEL AT DEVICES BRACED WALL PANEL AT Wind Story Location PBS, PCP, HPS,
END OF BRACED WALL LINE END OF BRACED WLL A LIE Spacing` LIBb GB CS-G,
ENDCONDmONI END CONDITION 2 Speed (feet) BV-WSP,ABW, CS-PF
I�cONTI1l10VSLYSHEATHEEL _ I (mph) PFH,
BRACED WALL LIE CONTINUOUSLY SHEATHED
BRACED WALL LINE PFC, CS-SFB Braced Wall Plan Abbreviations
3.5 3.5 2.0 �.5
�� 21= 6.0 6.0 3.5 3.0
30 8.5 8.5 5.0 =.5 BWL. - Braced Wall Line
RETURN �a BWP. - Braced Wall Panel
J1.111111.1UNI DBRACED WALL PANEL PEE` f�� WIMT40 1.5 1 1. 6.5 5.5 ' ..
AT END OF BRACED WALL LINE 20'MA CS-WSP. - Continuously sheathed wood structural panel
WALL PANEL
'SEE REOUIREAIENTS f!�`
END CONDITION 3 END CONDITION 4 50 14.0 14.0 8.0 -.0 GS. - Wall Panels sheathed w/gypsum board both faces _
S2t.M000SLY SHEATHED j _1
BRACED WALL IIINE REQUIREMENTS 60 6.5 16._, 9.5 -;.0 PFH. - Portal Frame with Holdownds ' `•.
-I Return panel: 24'for braced war Imes sheathed with PFG. - Portal Frame Garage
woad structural panels 10 6.5 6.5 3.5 3.0
32'for braced war Ines sheathed with CS-PF. - Continuous Portal Frame
structural fiberboard
Distance D: 24'for braced war Imes sheathed with 20 1.5 11. 6.5 5.5
wood structural panels WSP. - Intermittent wood structural panel
32'for braced war Ines sheathed with 30 16.5 16. 9.5 8.0 HD. - Hold Down AVA STUDIO
structural fiberboard TT. -Tension Tie 4332 Brookside Ave St Louis Park MN 55436
Hold-down 800Ibs capacity fastened to the edge of the -� 21.5 21. 12.5 10.5
EMAIL PROHOMEEXTERIOROYAHOO.COM
HOLD-DC;:'. FIRS-ERACED
DEVICE Y:AL_PANEL device. braced war panel closest to the corner and
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END CONDITION 5 to the foundation or floor framing below lu 26.5 26. 15.5 13.0
60 31.5 31.5 18.0 15.5
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23'-2"
2'-5" 5'-0" 4'-0" 9'-01, 2'-9"'
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ALL PLANS ARE TO BE REVIEWED BY THE GENERAL
CONTRACTOR AND THE MUNICIPAL BUILDING
OFFICIAL PRIOR TO CONSTRUCTION.
23'-2" AVA STUDIO LLC. IS NOT RESPONSIBLE
3'-9" 9'-9" 1'- 11.1 FOR ANY PROBLEM AS A RESULT OF AN ERROR
2'-9" 5'-0"
OMISSION ON THESE PLANS.
CS-WSP_ CS-WSP_ CS-WSP
BWL 1 BWL 1 CS-WSP CS-WSP CS-WSP
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EXISTING EXTERIOR WALL EXISTING EXTERIOR WALL
5284 Taylor St NE
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Bracing Plans
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Project number 5284
Date 04/25/2022
n Lower Level Bracing Upper Level Bracing Drawn by Ilya Kazlouski
1/411 = 11-Ot' 1/4" = 11-011 Q
A400N
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Scale 1/411 = 11-011
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