HomeMy WebLinkAboutPLANS - 18-00293 - 1236 Bond Ave - Tooth TimeAREA MAP
OCC.
GROUP
CONST.
TYPE
TOTAL
SQFT
HT
ASSOCIATES
1152 BOND AVENUE — Suite A REXBURG, IDAHO 83440
WWW.JRWA.COM VOICE (208) 359-2309 FAX (208) 359-2271
PROJECT SITE
SQFT
FL
COMMENT
ARCHITECTURAL
AREA MAP
DENTAL OFFICE
REXBURG,
2012 IBC
ALLOWABLE I ACTUAL
BUILDING
TYPE
OCC.
GROUP
CONST.
TYPE
TOTAL
SQFT
HT
PER
STORY
STORPER
PROJECT SITE
SQFT
FL
COMMENT
ARCHITECTURAL
A1.0
BSMT 4,252
2 ST.
MAIN FLOOR PLAN
1 ST.
(B) 4,252
A1.3
BOND AVE.
B
V -B
MAIN 4,252
EXTERIOR ELEVATIONS
9,000
REXBURG, ID
A3.1
BUILDING SECTION
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20
REXBURG
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NOTES:
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DENTAL OFFICE
REXBURG,
2012 IBC
ALLOWABLE I ACTUAL
BUILDING
TYPE
OCC.
GROUP
CONST.
TYPE
TOTAL
SQFT
HT
PER
STORY
STORPER
HT
SQFT
FL
COMMENT
ARCHITECTURAL
A1.0
BSMT 4,252
2 ST.
MAIN FLOOR PLAN
1 ST.
(B) 4,252
A1.3
BUSINESS
B
V -B
MAIN 4,252
EXTERIOR ELEVATIONS
9,000
EXTERIOR ELEVATIONS
A3.1
BUILDING SECTION
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(1) 4,252
CONSULTANTS:
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NOTES:
DESIGN CRITERIA
SEISMIC DESIGN CATEGORY D
ROOF SNOW LOAD 35 psf
NET ROOF UPLIFT 21.9 psf
WIND EXPOSURE C
FROST DEPTH 30"
RISK CATEGORY II
IDAHO
DRAWING INDEX
DRAWING No.
GENERAL
BRENT A. McFARLAND AR -2561
G1.1
COVER SHEET & INDEX TO DRAWINGS
5/30/1 S
SITE DEVELOPMENT
SD1.1
SITE PLAN - LAYOUT
ARCHITECTURAL
A1.0
BSMT, FT'G AND FND PLAN
A1.1
MAIN FLOOR PLAN
A1.2
FLOOR FRAMING PLAN
A1.3
ROOF FRAMING PLAN
A1.4
ROOF PLAN
A2.1
EXTERIOR ELEVATIONS
A2.2
EXTERIOR ELEVATIONS
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BUILDING SECTION
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ALL DOORS TO BE 3'-0" X 6-8" (U.N.0)
EXTERIOR DOORS:
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B. (1 SET) WEATHER SEAL
C. LEVER LOCKSET, VERIFY FUNCTION W/ OWNER
D. METAL THRESHOLD (WEATHER SEAL)
E. LOCK CYLINDER
F. CLOSURE
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AI 36" GRAB BAR (REFER TO A4.1 FOR STD. HEIGHTS 4
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42" GRAB BAR (REFER TO A4.1 FOR 5TD. HEI6HT5 4
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❑15" VERTICAL GRAB BAR (REFER TO A4.1 FOR
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LET BOX /SETTLING MANHOLE #I O EXISTING CURB AND GUTTER�\ 1PW1`�
IM ELEVATION = 75.71 NG O EXISTING FIRE HYDRANT
�TTOM ELEV = 71.71 NG 0NMVAU LT
INVERT OUT = 72.71
O LANDSCAPE/SNOW STORAGE
O 6WIDE THICKENED EDGE 51 DEAALK
O
IS" CONCRETE CATCH CURB - LOW BACK - RELEASE
O
la" CONCRETE CATCH CURB - LOW BACK - CATCH
O
DUMP5TER PAD - SCREEN AS PER C 1 TY ORDINANCE
O8
DEPRESSED CONCRETE HO RAMP SEE DETAIL
O
4" PAINTED PARKING STRIPES.
10
HC PARKING 5YMBOL.
I I
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12
PAVEMENT SECTION - 2-1/2" ASPHALT PAVING, 4"
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6" CONCRETE DRIVE
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5' WIDE CITY'S PEDESTRIAN AALK TO NOWHERE
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SITE I Nr-ORMAT I ON
4,200 SF X 4 5TALL5/1,0005F = 17 STALLS REQUIRED
I ACCESS 1 BLE SPACE REOU I RED AS PER TABLE I I O6. I
TOTAL LOT AREA = 18,117 5F
LANDSCAPE AREA REOU I RED = 3,635 SF
LANDSCAPE AREA PROV I DED = 4,33(o SF
LOT COVERAGE = 23.1%
n D
NG
NG
BNOA 57 01 A6 r=
LET BOX / SETTLING MANHOLE #2 5,581 FT 2 SURFACE AREA
IM ELEVATION = 75.71 850 FT STORAGE AREA REG2U I RED
DTTOM ELEV = 71.71 1,251 FT STORAGE AREA PROVIDED
"INVERT OUT = 72.71
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PLOT DATE: 5-30-18
DRAWING NO.
FILE: 751-SD1.1-LO * SD1.1
51.1
OF
STRAP FROM END OF UPPER
LEVEL SHEAR WALL WHERE
INDICATED ON PLANS. INSTALL
ON DBL STUD — EDGE NAIL
SHEATHING AT DOUBLE STUD
FULL HEIGHT DOUBLE STUDS
AT EACH END OF SHEARWALL
UNLESS NOTED OTHERWISE ON
PLANS — FACE NAIL DBL STUDS
W/ 16d AT 16" O.C.
EDGE NAILING AT ALL SHEATHING
PANEL EDGES PER SHEARWALL
SCHEDULE — STAGGER NAILS AT
DBL PLATE OR STUDS
HOLDOWN TO FOUNDATION W/
REQ'D ANCHOR BOLT OR STRAP
TO LOWER LEVEL AT ENDS OF
SHEARWALL WHERE INDICATED
ON PLANS
ANCHOR BOLTS TO FOUNDATION
OR NAILS TO LOWER FRAMING
PER SHEARWALL SCHEDULE
cork IIrklife] 101 pi = if] 0=%II 101 92 111
FIELD NAILING AWAY FROM
PANEL EDGES PER SHEARWALL
SCHEDULE
SOLID 2x BLOCKING AT ALL
PANEL EDGES
VERTICAL STUDS AT 16" O.C.
*am%1mT A
PROVIDE ADDITIONAL KING STUDS
AT OPENING PER PLANS OR
SCHEDULE
CONT DBL 2x TOP PLATE,
SPLICE PER TYPICAL DETAILS
CONTINUE TOP PLATES OVER
HEADER
TRIMMER STUD UNDER HEADER
PROVIDE ADDITIONAL TRIMMERS
WHERE INDICATED ON PLANS
WALL SHEATHING PER
SHEARWALL SCHEDULE
SOLID BLOCK TO RECEIVE STRAP
AS OCCURS, SEE PLAN
100'-4"
SCALE: 1/4" = I' - O"
7 : NORTH
r-OOTIN6 SGHE=7ULr=
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v CONSTRUCTION ABOVE FOOTING
f(1
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FOOTING REINFORGIN6
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MARK
DIMENSIONS
FOOTING REINFORGINCG
THICK
WIDTH
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8"
I'-8"
GOVT.
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WF1.33
8"
1'-4"
GOVT.
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WF2.5
8"
2'-6"
2'-6"
(3) #4 BARS BOTTOM
RECOMMENDATIONS IN LOCATION AND LENGTH.
IO.PRESSURE TREATED DOUGLAS FIR SHALL BE USED WHERE WOOD
MEMBERS COME IN CONTACT WITH CONCRETE.
11. NUTS SHALL BE SECURELY FASTENED AGAINST SILL PLATE.
HOWEVER, NUT AND WASHER SHALL NOT BE RECESSED INTO SILL
FEIR SCHEDULE
12.ALL NUTS SHALL HAVE 3"x3"xl/4" PLATE WASHERS.
REINFORGINCG
VERTICAL
PI
CONCRETE
Ib"xlb"
(4) #5 DOWELS
#3 TIE5 AT 8" O.G.
5/8" AB AT
O
7/I6" APA RATED
BLOCKED ONE SIDE OF
S
46" O.G.
HALL SGHr=OULr=
Sd AT
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REINFORCING
VERTICAL
HORIZONTAL
GWI
CONCRETE
O'-8"
#4 AT I S" O.G.
#4 AT I b" O.G. , 2 #4 GOVT. TOP
2 #4 DONT. BOTTOM
SHEAR 1ALL SGHEMLE
I. FRAMING MEMBER SUPPORTIN6 MATERIAL SHALL BE SPACED AT
Ib" O.G. MAXIMUM.
2.ANC IOR 5OLT5 TO FOUNDATION SHALL BE EMBEDDED 7 INCHE5
INTO CONCRETE. EXPANSION BOLTS MAY BE USED AT INTERIOR
WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP DOWN) PER
GENERAL STRUCTURAL NOTES.
3.A MAXIMUM OF TWO ANCHOR BOLTS SHALL BE USED ON EACH SILL
PLATE PIECE. PROVIDE ONE ANCHOR BOLT MINIMUM WITHIN 9
INCHES OF EACH END OF EACH PIECE, AND NO CLOSER THAN 4 1/2"
TO END OF PLATE.
4. PROV I DE FULL HE 16HT DOUBLE STUBS AT ENDS OF SHEAR WALLS
UNLESS OTHERWISE NOTED ON PLANS OR DETAILS.
5.BLOCK ALL PANEL EDGES AND EDGE NAIL SHEATHING AT BLOCK
ED&E5 . SEE TYPICAL SHEAR WALL C-ON57RXTION DETAIL.
&.SHEATHING SHALL BE ARRANGED SO THAT THE WIDTH OF THE
SHEET IN A SHEAR WALL SHALL NOT BE LESS THAN 2 FEET.
7. ELEVATED SHEAR WALLS TO BE FRAMED OVER DOUBLE JOIST OR
SOLID 5LOGKIN6 UNLESS NOTED OTHERWISE.
8.FOR 5/8" TO 3/4" THICK FLOOR SHEATHIN6, 3 1/4" (MIN) LONG
NAILS SHALL BE USED. FOR 7/8" TO 1 1/8" THICK FLOOR
5HEATHIN6, 3 1/2" (MIN) LONG NAILS SHALL BE USED.
11.SD5 SCREWS TO BE INSTALLED AS PER MANUFACTURES
RECOMMENDATIONS IN LOCATION AND LENGTH.
IO.PRESSURE TREATED DOUGLAS FIR SHALL BE USED WHERE WOOD
MEMBERS COME IN CONTACT WITH CONCRETE.
11. NUTS SHALL BE SECURELY FASTENED AGAINST SILL PLATE.
HOWEVER, NUT AND WASHER SHALL NOT BE RECESSED INTO SILL
PLATE.
12.ALL NUTS SHALL HAVE 3"x3"xl/4" PLATE WASHERS.
MARK
5HEATHIN6 MATERIAL
E 176E
NAILING.
FIELD
NAILING
BOT. PLATE ATT.
5/8" AB AT
O
7/I6" APA RATED
BLOCKED ONE SIDE OF
S
46" O.G.
8d AT
b" O.G.
Sd AT
12" O.G.
Ibd STAGGERED
AT b" O.G.
rCA)Nva i
ra
NO TE S
U GONTINUE WALL AND FOOTING REINFORGEMENT
INTO WALLS AND FOOTINGS THAT ARE
PERPENDIGULAR TO EAGH OTHER.
O2 ALL HOLDDOWNS AT ENDS OF SHEARWALLS
WHERE INDICATED ON THE PLAN ARE S I MPSON
TYPE. ATTAGHMENT REQUIREMENTS TO WALL
AND FOUNDATION ARE PER S I MPSON.
HOLDDOWN BOLTS AS PER HOLDDOWN
REQUIREMENTS.
5/8" DIA ANGHOR BOLTS W/ 8" EMBEDDED INTO
GONGRETE SHALL BE INSTALLED AT 32" O.G.
MAXIMUM AT ALL SILL PLATES UNLESS
OTHERW 1 SE REOU I RED PER THE SHEARWALL
SGHEDULE. ALL ANCHOR BOLTS REOU I RE
3x3x3/16 PLATE WASHERS.
O A MINIMUM OF 2 ANGHOR BOLTS SHALL BE USED
ON EAGH SILL PLATE PIEGE. PROVIDE I
ANGHOR BOLT MINIMUM WITHIN q INCHES OF
EAGH END OF EAGH PIEGE, AND NO GL05ER
THAN 4 1/2" TO END OF PLATE.
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CHECKED BY:
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MAY ' I8
PLOT DATE: 5-30-18
DRAWING NO.
FILE: 751-A1.0-BSMT * A1.0
ALC
OF
100'-q"
FACE 0t� FDUNDATION WALL
MAIN f=LOOR PLAN
5GALE: 1/4" = 1' - O"
GENERAL NOTES
A DIMENSIONS ARE FROM FAGS OF STUD (U.N.0)
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