HomeMy WebLinkAboutSPECIAL INSPECTION REVIEW - 21-00208 - Goldenwest Credit Union - Branch OfficeARW Response:
At the column locations, provide reinforcement as shown in the structural drawings with the vertical dowels
epoxied a minimum of 8" into the footing. At every hold-down location, provide an anchor that extends to the top
of footing. At designated hold-downs (as shown on the attached plan view), it is acceptable to provide a cage
consisting of a minimum of (4) #4 bars that are epoxied 8" into the existing footing with tie spacing as shown in
the structural drawings. Any epoxy listed in the general structural notes under the Adhesive/Mechanical Anchor
section is acceptable.
H SS5X5 X 1/4 H SS 5X 5X1/2 H SS 5 X5 X 1/2 H SS5X5 X 1/4 H SS 5 X5 X 1/4 H SS 5 X5 X 1/4 H SS5X5 X 1/4 H SS 5 X5 X 1/4
4'
-
0
"
4'
-
0
"
4'
-
0
"
3' - 0"3' - 0"
3' - 0"
F4
97' -0"H DU 4 (2 ) 2 x H DU 8 (3 ) 2 x H DU 8 (3 ) 2 x H DU 8 (3 ) 2 x H DU 2 (2 ) 2 x H DU 2 (2 ) 2 x H DU 2 (2 ) 2 x H DU 4 (2 ) 2 x H DU 4 (2 ) 2x H DU 4 (2 ) 2 x H DU 8 (3 ) 2 x SW-2
6' - 3"
SW-1
24' - 6"
SW-1
12' - 11"
SW-2
9' - 10"SW-2
6' - 7"
SW-2
6' - 0"
SW-2
5' - 7"
F4
98' -0"
FC2
98' -0"
FC2
97' -0"
FC4
98' -0"
FC2
98' -0"
FC2
98' -0"
FC2
98' -0"
FC2
98' -0"
FC2
98' -0"
FC4
98' -0"
FC2
98' -0"
F4
98' -0"
F4
98' -0"
FC2
98' -0"
FC2
98' -0"
FC4
98' -0"
F4
98' -0"
F4
98' -0"
FC2
98' -0"
FC2
98' -0"
F4
98' -0"
FC3
98' -0"
FC2
98' -0"
FC2
98' -0"
FC2
98' -0"
FC2
98' -0"
F4
97' -0"
PROVIDE PLENIUM BOXES BELOW GRADE. SEE MECH. FOR
DIMENSIONS, LOCATION, AND PENETRATION INFO. AT
CONTRACTORS OPTION, THE BOXES MAY BE PRE-CAST
CONCRETE OR CAST-IN-PLACE CONCRETE BOXES. FOR CAST-IN-
PLACE CONCRETE BOXES USE 5" THICK CONCRETE WALLS
REINFORCED W/ #4 BARS AT 12"o.c. EACH WAY FOR THE SLAB,
WALLS, AND LID. ADD (1) ADD. #4 BAR TO EXTEND PAST OPENING
24" ON EACH SIDE OF ALL OPENINGS, AND (1) #3 BAR x 24" AT A 45
DEGREE ANGLE AT EACH CORNER AROUND EACH OPENING
7
S2.2TYP.
8
S2.2
7
S2.2TYP.
TYP. AT
HOLDOWN
3
7
S2.2
3
S2.2
S2.2
4
S2.2
4
TYP.
S2.2
4 TYP.
S2.2
1
6
S2.2
8
S2.1
7
S2.2
8
S2.2 TYP.
5
S2.2
8
S2.2 TYP.S2.2
4 H DU 4 H DU 4 FRAMING PLAN
6
S2.1
TYP. AT
STEPS
TYP. AT HOLDOWNS
5
S2.3
TYP. AT SHEARWALLS
hold-downs marked in
blue need an epoxied
cage as described in
the RFI Response.