_00 Full Set Structurals Salem MA 11-02-18GEOPIER SCHEDULE
Project Number:GNE-00998 FF Elev, Structural
Project Name:Washington at Dodge Mixed Use Development FF Elev. Civil 15.33 16.33 20.33
Project Location:Salem, MA Notes:
21.5 14 26
Date:8/10/2018 Rev. 1 8/30/18
1 IMP-R 80 F4 4.83 11.50 18.0 17.0 5.50 1.0 11.50 10.50
2 IMP-R 80 F4 4.83 11.50 18.0 17.0 5.50 1.0 11.50 10.50
3 IMP-R 80 F4 4.83 11.50 18.0 18.0 5.50 0.0 11.50 11.50
4 IMP-R 80 F4 4.83 11.50 18.0 18.0 5.50 0.0 11.50 11.50
5 IMP-R 80 F4 4.83 11.50 18.0 18.0 5.50 0.0 11.50 11.50
6 IMP-R 80 F4 4.83 11.50 17.0 18.0 4.50 -1.0 11.50 12.50
7 IMP-R 80 F4 4.83 11.50 17.0 19.0 4.50 -2.0 11.50 13.50
8 IMP-R 80 F4 4.83 11.50 16.0 18.0 3.50 -2.0 11.50 13.50
9 IMP-R 80 F3x4 4.83 11.50 16.0 18.0 3.50 -2.0 11.50 13.50
10 IMP-R 80 Strip 4.83 11.50 16.0 18.0 3.50 -2.0 11.50 13.50
11 IMP-R 80 Strip 5.83 10.50 16.0 18.0 4.50 -2.0 10.50 12.50
12 IMP-R 80 F3.25x6 6.33 10.00 15.0 17.0 4.00 -2.0 10.00 12.00
13 IMP-R 80 F3.25x6 6.33 10.00 15.0 17.0 4.00 -2.0 10.00 12.00
14 IMP-R 80 F3.25x6 6.33 10.00 14.0 15.0 3.00 -1.0 10.00 11.00
15 IMP-R 80 F3.25x6 7.33 9.00 14.0 15.0 4.00 -1.0 9.00 10.00
16 IMP-R 80 F3.25x8 7.33 9.00 14.0 15.0 4.00 -1.0 9.00 10.00
17 IMP-R 80 F3.25x8 7.33 9.00 14.0 15.0 4.00 -1.0 9.00 10.00
18 IMP-R 80 Strip 6.83 9.50 14.0 15.0 3.50 -1.0 9.50 10.50
19 IMP-R 80 Strip 6.83 9.50 15.0 16.0 4.50 -1.0 9.50 10.50
20 IMP-R 80 F5 7.33 9.00 15.0 15.0 5.00 0.0 9.00 9.00
21 IMP-R 80 F7 7.33 9.00 15.0 15.0 5.00 0.0 9.00 9.00
22 IMP-R 80 F7 7.33 9.00 15.0 15.0 5.00 0.0 9.00 9.00
23 IMP-R 80 Strip 6.83 9.50 15.0 15.0 4.50 0.0 9.50 9.50
24 IMP-R 80 Strip 6.83 9.50 15.0 15.0 4.50 0.0 9.50 9.50
25 IMP-R 80 Strip 6.83 9.50 15.0 14.0 4.50 1.0 9.50 8.50
26 IMP-R 80 Strip 6.83 9.50 16.0 14.0 5.50 2.0 9.50 7.50
27 IMP-R 80 Strip 6.83 9.50 16.0 14.0 5.50 2.0 9.50 7.50
28 IMP-R 80 F6 7.33 9.00 16.0 14.0 6.00 2.0 9.00 7.00
29 IMP-R 80 Strip 6.83 9.50 16.0 13.0 5.50 3.0 9.50 6.50
30 IMP-R 80 Strip 4.00 12.33 17.0 12.0 3.67 5.0 12.33 7.33
31 IMP-R 80 Strip 4.00 12.33 17.0 11.0 3.67 6.0 12.33 6.33
32 IMP-R 80 Strip 4.00 12.33 17.0 12.0 3.67 5.0 12.33 7.33
33 IMP-R 80 F3 4.00 12.33 17.0 13.0 3.67 4.0 12.33 8.33
34 IMP-R 80 Strip 4.00 12.33 18.0 14.0 4.67 4.0 12.33 8.33
35 IMP-R 80 Strip 8.00 12.33 18.0 14.0 4.67 4.0 12.33 8.33
36 IMP-R 80 Strip 8.00 12.33 18.0 13.0 4.67 5.0 12.33 7.33
37 IMP-R 80 Strip 8.00 12.33 17.0 12.0 3.67 5.0 12.33 7.33
38 IMP-R 80 Strip 1.67 12.33 17.0 11.0 3.67 6.0 12.33 6.33
39 IMP-R 80 F5 2.17 11.83 17.0 13.0 4.17 4.0 11.83 7.83
40 IMP-R 80 F4 1.67 12.33 17.0 12.0 3.67 5.0 12.33 7.33
41 IMP-R 80 F6 5.00 9.00 16.0 14.0 6.00 2.0 9.00 7.00
42 IMP-R 80 F6 5.00 9.00 16.0 14.0 6.00 2.0 9.00 7.00
43 IMP-R 80 Strip 4.50 9.50 16.0 13.0 5.50 3.0 9.50 6.50
44 IMP-R 80 F7 6.33 9.00 16.0 13.0 6.00 3.0 9.00 6.00
45 IMP-R 80 F7 6.33 9.00 16.0 13.0 6.00 3.0 9.00 6.00
46 IMP-R 80 Mat 8.50 6.83 16.0 16.0 8.17 0.0 6.83 6.83
47 IMP-R 80 Mat 8.50 6.83 16.0 16.0 8.17 0.0 6.83 6.83
48 IMP-R 80 F7 6.50 8.83 15.0 13.0 5.17 2.0 8.83 6.83
49 IMP-R 80 F7 6.50 8.83 15.0 13.0 5.17 2.0 8.83 6.83
50 IMP-R 80 Mat 8.50 6.83 15.0 15.0 7.17 0.0 6.83 6.83
Design
Capacity
kg, kips
Revised based on submittal response comments
from McPhail.
Depth
Below FFE
Pier Footing Design Data, ft Design Installation Data, ft Proposed Geopier Geometry
No. Type Type
Bottom
Elev.
Surface
Elev.
Est. Drill
Depth
Top
Depth
Bottom
El, ft.
Top
El, ft.
Shaft
Length ft.
page 1 of 7
GEOPIER SCHEDULE
Project Number:GNE-00998 FF Elev, Structural
Project Name:Washington at Dodge Mixed Use Development FF Elev. Civil 15.33 16.33 20.33
Project Location:Salem, MA Notes:
21.5 14 26
Date:8/10/2018 Rev. 1 8/30/18
Design
Capacity
kg, kips
Revised based on submittal response comments
from McPhail.
Depth
Below FFE
Pier Footing Design Data, ft Design Installation Data, ft Proposed Geopier Geometry
No. Type Type
Bottom
Elev.
Surface
Elev.
Est. Drill
Depth
Top
Depth
Bottom
El, ft.
Top
El, ft.
Shaft
Length ft.
51 IMP-R 80 Mat 8.50 6.83 16.0 16.0 8.17 0.0 6.83 6.83
52 IMP-R 80 Mat 8.50 6.83 16.0 16.0 8.17 0.0 6.83 6.83
53 IMP-R 80 Mat 8.50 6.83 16.0 16.0 8.17 0.0 6.83 6.83
54 IMP-R 80 Mat 8.50 6.83 16.0 16.0 8.17 0.0 6.83 6.83
55 IMP-R 80 Strip 5.83 9.50 15.0 12.0 4.50 3.0 9.50 6.50
56 IMP-R 80 Strip 5.83 9.50 14.0 12.0 3.50 2.0 9.50 7.50
57 IMP-R 80 Strip 5.83 9.50 14.0 13.0 3.50 1.0 9.50 8.50
58 IMP-R 80 Strip 5.83 9.50 14.0 12.0 3.50 2.0 9.50 7.50
59 IMP-R 80 Strip 5.83 9.50 14.0 12.0 3.50 2.0 9.50 7.50
60 IMP-R 80 F3.75x8 6.33 9.00 14.0 14.0 4.00 0.0 9.00 9.00
61 IMP-R 80 F3.75x8 6.33 9.00 14.0 14.0 4.00 0.0 9.00 9.00
62 IMP-R 80 F3.5x7 6.33 9.00 14.0 12.0 4.00 2.0 9.00 7.00
63 IMP-R 80 F3.5x7 6.33 9.00 14.0 12.0 4.00 2.0 9.00 7.00
64 IMP-R 80 F3.5x7 6.33 9.00 14.0 12.0 4.00 2.0 9.00 7.00
65 IMP-R 80 F3.5x7 6.33 9.00 14.0 11.0 4.00 3.0 9.00 6.00
66 IMP-R 80 F3.5x7 6.33 9.00 14.0 11.0 4.00 3.0 9.00 6.00
67 IMP-R 80 F3.5x7 6.33 9.00 14.0 11.0 4.00 3.0 9.00 6.00
68 IMP-R 80 F3.5x7 6.33 9.00 14.0 11.0 4.00 3.0 9.00 6.00
69 IMP-R 80 F3.5x7 6.33 9.00 14.0 11.0 4.00 3.0 9.00 6.00
70 IMP-R 80 F3.5x7 5.33 10.00 14.0 11.0 3.00 3.0 10.00 7.00
71 IMP-R 80 F4 4.83 10.50 14.0 10.0 2.50 4.0 10.50 6.50
72 IMP-R 80 F4 4.83 10.50 15.0 11.0 3.50 4.0 10.50 6.50
73 IMP-R 80 Strip 4.83 10.50 15.0 11.0 3.50 4.0 10.50 6.50
74 IMP-R 80 F3 4.83 10.50 15.0 11.0 3.50 4.0 10.50 6.50
75 IMP-R 80 Strip 4.83 10.50 16.0 12.0 4.50 4.0 10.50 6.50
76 IMP-R 80 Strip 4.83 10.50 16.0 12.0 4.50 4.0 10.50 6.50
77 IMP-R 80 F3 4.83 10.50 16.0 12.0 4.50 4.0 10.50 6.50
78 IMP-R 80 Strip 3.00 12.33 16.0 10.0 2.67 6.0 12.33 6.33
79 IMP-R 80 F4 3.00 12.33 16.0 10.0 2.67 6.0 12.33 6.33
80 IMP-R 80 Strip 3.00 12.33 16.0 10.0 2.67 6.0 12.33 6.33
81 IMP-R 80 F7 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
82 IMP-R 80 F7 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
83 IMP-R 80 Strip 3.00 12.33 16.0 10.0 2.67 6.0 12.33 6.33
84 IMP-R 80 F5 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
85 IMP-R 80 F5 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
86 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
87 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
88 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
89 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
90 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
91 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
92 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
93 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
94 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
95 IMP-R 80 F5 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
96 IMP-R 80 F5 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
97 IMP-R 80 F5 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
98 IMP-R 80 Strip 3.00 12.33 16.0 11.0 2.67 5.0 12.33 7.33
99 IMP-R 80 Strip 3.00 12.33 16.0 11.0 2.67 5.0 12.33 7.33
100 IMP-R 80 Strip 3.00 12.33 16.0 11.0 2.67 5.0 12.33 7.33
page 2 of 7
GEOPIER SCHEDULE
Project Number:GNE-00998 FF Elev, Structural
Project Name:Washington at Dodge Mixed Use Development FF Elev. Civil 15.33 16.33 20.33
Project Location:Salem, MA Notes:
21.5 14 26
Date:8/10/2018 Rev. 1 8/30/18
Design
Capacity
kg, kips
Revised based on submittal response comments
from McPhail.
Depth
Below FFE
Pier Footing Design Data, ft Design Installation Data, ft Proposed Geopier Geometry
No. Type Type
Bottom
Elev.
Surface
Elev.
Est. Drill
Depth
Top
Depth
Bottom
El, ft.
Top
El, ft.
Shaft
Length ft.
101 IMP-R 80 F5 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
102 IMP-R 80 F5 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
103 IMP-R 80 Strip 3.00 12.33 16.0 11.0 2.67 5.0 12.33 7.33
104 IMP-R 80 F6 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
105 IMP-R 80 F6 3.50 11.83 16.0 11.0 3.17 5.0 11.83 6.83
106 IMP-R 80 Strip 3.00 12.33 16.0 11.0 2.67 5.0 12.33 7.33
107 IMP-R 80 F6 2.17 11.83 16.0 11.0 3.17 5.0 11.83 6.83
108 IMP-R 80 F6 2.17 11.83 16.0 11.0 3.17 5.0 11.83 6.83
109 IMP-R 80 F7 2.17 11.83 16.0 11.0 3.17 5.0 11.83 6.83
110 IMP-R 80 F7 2.17 11.83 16.0 11.0 3.17 5.0 11.83 6.83
111 IMP-R 80 F7 2.17 11.83 16.0 11.0 3.17 5.0 11.83 6.83
112 IMP-R 80 F7 2.17 11.83 16.0 11.0 3.17 5.0 11.83 6.83
113 IMP-R 80 F6 2.17 11.83 16.0 11.0 3.17 5.0 11.83 6.83
114 IMP-R 80 F6 2.17 11.83 16.0 11.0 3.17 5.0 11.83 6.83
115 IMP-R 80 F4 1.83 14.50 15.0 17.0 0.00 -2.0 14.50 16.50
116 IMP-R 80 F4 1.83 14.50 15.0 16.0 0.00 -1.0 14.50 15.50
117 IMP-R 80 F4 1.83 14.50 15.0 16.0 0.00 -1.0 14.50 15.50
118 IMP-R 80 F4 1.83 14.50 15.0 16.0 0.00 -1.0 14.50 15.50
119 IMP-R 80 F5 2.33 14.00 15.0 16.0 0.00 -1.0 14.00 15.00
120 IMP-R 80 F5 3.50 12.83 15.0 16.0 1.17 -1.0 12.83 13.83
121 IMP-R 80 F5 2.33 14.00 15.0 15.0 0.00 0.0 14.00 14.00
122 IMP-R 80 F4 1.83 14.50 16.0 16.0 0.50 0.0 14.50 14.50
123 IMP-R 80 F4 1.83 14.50 16.0 16.0 0.50 0.0 14.50 14.50
124 IMP-R 80 F5 2.33 14.00 16.0 14.0 1.00 2.0 14.00 12.00
125 IMP-R 80 F6 2.33 14.00 16.0 14.0 1.00 2.0 14.00 12.00
126 IMP-R 80 F4 1.83 14.50 17.0 14.0 1.50 3.0 14.50 11.50
127 IMP-R 80 F5 2.33 14.00 17.0 14.0 2.00 3.0 14.00 11.00
128 IMP-R 80 F4 3.00 13.33 17.0 14.0 2.67 3.0 13.33 10.33
129 IMP-R 80 F6 2.33 13.00 15.0 11.0 1.00 4.0 13.00 9.00
130 IMP-R 80 F6 2.33 13.00 15.0 10.0 1.00 5.0 13.00 8.00
131 IMP-R 80 F6 2.33 13.00 15.0 9.0 1.00 6.0 13.00 7.00
132 IMP-R 80 F6 2.33 13.00 15.0 9.0 1.00 6.0 13.00 7.00
133 IMP-R 80 F6 2.33 13.00 15.0 9.0 1.00 6.0 13.00 7.00
134 IMP-R 80 F6 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
135 IMP-R 80 F6 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
136 IMP-R 80 F6 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
137 IMP-R 80 F6 3.50 11.83 15.0 10.0 2.17 5.0 11.83 6.83
138 IMP-R 80 Strip 3.00 12.33 16.0 10.0 2.67 6.0 12.33 6.33
139 IMP-R 80 F4 3.00 12.33 16.0 10.0 2.67 6.0 12.33 6.33
140 IMP-R 80 Strip 3.00 12.33 16.0 10.0 2.67 6.0 12.33 6.33
141 IMP-T 80 F5 9.33 11.00 18.0 16.0 6.00 2.0 11.00 9.00
142 IMP-T 80 F3 8.83 11.50 19.0 18.0 6.50 1.0 11.50 10.50
143 IMP-T 80 F5 5.33 15.00 19.0 17.0 3.00 2.0 15.00 13.00
144 IMP-T 80 F5 5.33 15.00 20.0 18.0 4.00 2.0 15.00 13.00
145 IMP-T 80 F5 5.33 15.00 20.0 18.0 4.00 2.0 15.00 13.00
146 IMP-T 80 Strip 4.83 15.50 20.0 18.0 3.50 2.0 15.50 13.50
147 IMP-T 80 F5 6.50 15.00 21.0 18.0 5.00 3.0 15.00 12.00
148 IMP-T 80 F5 5.50 16.00 21.0 18.0 4.00 3.0 16.00 13.00
149 IMP-T 80 F4 5.00 16.50 22.0 18.0 4.50 4.0 16.50 12.50
150 IMP-T 80 Strip 5.00 16.50 21.0 17.0 3.50 4.0 16.50 12.50
page 3 of 7
GEOPIER SCHEDULE
Project Number:GNE-00998 FF Elev, Structural
Project Name:Washington at Dodge Mixed Use Development FF Elev. Civil 15.33 16.33 20.33
Project Location:Salem, MA Notes:
21.5 14 26
Date:8/10/2018 Rev. 1 8/30/18
Design
Capacity
kg, kips
Revised based on submittal response comments
from McPhail.
Depth
Below FFE
Pier Footing Design Data, ft Design Installation Data, ft Proposed Geopier Geometry
No. Type Type
Bottom
Elev.
Surface
Elev.
Est. Drill
Depth
Top
Depth
Bottom
El, ft.
Top
El, ft.
Shaft
Length ft.
151 IMP-T 80 F4 3.33 18.17 22.0 17.0 2.83 5.0 18.17 13.17
152 IMP-T 80 F4 3.33 18.17 22.0 17.0 2.83 5.0 18.17 13.17
153 IMP-T 80 F4 3.33 18.17 23.0 17.0 3.83 6.0 18.17 12.17
154 IMP-T 80 Strip 3.33 18.17 23.0 17.0 3.83 6.0 18.17 12.17
155 IMP-T 80 F3 1.33 20.17 24.0 18.0 2.83 6.0 20.17 14.17
156 IMP-T 80 Strip 1.33 20.17 24.0 18.0 2.83 6.0 20.17 14.17
157 IMP-T 80 F3 1.33 20.17 23.0 16.0 1.83 7.0 20.17 13.17
158 IMP-T 80 Strip 1.33 20.17 23.0 14.0 1.83 9.0 20.17 11.17
159 IMP-T 80 F3 1.33 20.17 23.0 12.0 1.83 11.0 20.17 9.17
160 IMP-T 80 F4 1.33 20.17 23.0 12.0 1.83 11.0 20.17 9.17
161 IMP-T 80 F4 1.33 20.17 23.0 12.0 1.83 11.0 20.17 9.17
162 IMP-T 80 Strip 4.83 21.17 23.0 11.0 0.83 12.0 21.17 9.17
163 IMP-T 80 F3 4.83 21.17 24.0 10.0 1.83 14.0 21.17 7.17
164 IMP-T 80 Wall 1.50 20.00 22.0 10.0 1.00 12.0 20.00 8.00
165 IMP-T 80 Wall 1.50 20.00 22.0 10.0 1.00 12.0 20.00 8.00
166 IMP-T 80 Mat 1.50 20.00 22.0 10.0 1.00 12.0 20.00 8.00
167 IMP-T 80 Mat 6.00 20.00 23.0 11.0 2.00 12.0 20.00 8.00
168 IMP-T 80 Wall 2.00 12.00 23.0 17.0 10.00 6.0 12.00 6.00
169 IMP-T 80 Wall 2.00 12.00 22.0 16.0 9.00 6.0 12.00 6.00
170 IMP-T 80 Mat 6.00 20.00 23.0 11.0 2.00 12.0 20.00 8.00
171 IMP-T 80 F4 9.17 12.33 22.0 16.0 8.67 6.0 12.33 6.33
172 IMP-T 80 Wall 2.00 12.00 22.0 16.0 9.00 6.0 12.00 6.00
173 IMP-T 80 Wall 2.00 12.00 22.0 16.0 9.00 6.0 12.00 6.00
174 IMP-T 80 Wall 2.00 12.00 21.0 15.0 8.00 6.0 12.00 6.00
175 IMP-T 80 Wall 2.00 12.00 21.0 15.0 8.00 6.0 12.00 6.00
176 IMP-T 80 Wall 2.00 12.00 21.0 15.0 8.00 6.0 12.00 6.00
177 IMP-T 80 Wall 2.00 12.00 21.0 15.0 8.00 6.0 12.00 6.00
178 IMP-T 80 Wall 2.00 12.00 20.0 14.0 7.00 6.0 12.00 6.00
179 IMP-T 80 Wall 2.00 12.00 20.0 14.0 7.00 6.0 12.00 6.00
180 IMP-T 80 Wall 2.00 12.00 20.0 14.0 7.00 6.0 12.00 6.00
181 IMP-T 80 Wall 2.00 12.00 20.0 14.0 7.00 6.0 12.00 6.00
182 IMP-T 80 Wall 2.00 12.00 20.0 14.0 7.00 6.0 12.00 6.00
183 IMP-T 80 Wall 2.00 12.00 19.0 13.0 6.00 6.0 12.00 6.00
184 IMP-T 80 Wall 2.00 12.00 19.0 13.0 6.00 6.0 12.00 6.00
185 IMP-T 80 Wall 2.00 12.00 19.0 13.0 6.00 6.0 12.00 6.00
186 IMP-T 80 Wall 2.00 12.00 18.0 12.0 5.00 6.0 12.00 6.00
187 IMP-T 80 Wall 2.00 12.00 18.0 12.0 5.00 6.0 12.00 6.00
188 IMP-T 80 Wall 2.00 12.00 18.0 12.0 5.00 6.0 12.00 6.00
189 IMP-T 80 Wall 2.00 12.00 18.0 12.0 5.00 6.0 12.00 6.00
190 IMP-T 80 F4 1.67 12.33 18.0 12.0 4.67 6.0 12.33 6.33
191 IMP-T 80 F4 1.67 12.33 18.0 12.0 4.67 6.0 12.33 6.33
192 IMP-T 80 F5 6.33 14.00 18.0 15.0 3.00 3.0 14.00 11.00
193 IMP-T 80 F5 6.33 14.00 18.0 15.0 3.00 3.0 14.00 11.00
194 DEL 80 F7 2.33 18.00 18.0 14.0 0.00 4.0 18.00 14.00
195 DEL 80 F7 2.33 18.00 19.0 15.0 0.00 4.0 18.00 14.00
196 IMP-T 80 F5 2.33 18.00 19.0 15.0 0.00 4.0 18.00 14.00
197 IMP-T 80 F5 2.33 18.00 19.0 14.0 0.00 5.0 18.00 13.00
198 IMP-T 80 F6 3.50 18.00 20.0 15.0 1.00 5.0 18.00 13.00
199 IMP-T 80 F6 3.50 18.00 20.0 15.0 1.00 5.0 18.00 13.00
200 IMP-T 80 F6 2.33 19.17 20.0 15.0 0.00 5.0 19.17 14.17
page 4 of 7
GEOPIER SCHEDULE
Project Number:GNE-00998 FF Elev, Structural
Project Name:Washington at Dodge Mixed Use Development FF Elev. Civil 15.33 16.33 20.33
Project Location:Salem, MA Notes:
21.5 14 26
Date:8/10/2018 Rev. 1 8/30/18
Design
Capacity
kg, kips
Revised based on submittal response comments
from McPhail.
Depth
Below FFE
Pier Footing Design Data, ft Design Installation Data, ft Proposed Geopier Geometry
No. Type Type
Bottom
Elev.
Surface
Elev.
Est. Drill
Depth
Top
Depth
Bottom
El, ft.
Top
El, ft.
Shaft
Length ft.
201 IMP-T 80 F6 2.33 19.17 20.0 15.0 0.00 5.0 19.17 14.17
202 IMP-T 80 F5 2.33 19.17 21.0 16.0 0.83 5.0 19.17 14.17
203 IMP-T 80 F4 1.83 19.67 21.0 16.0 0.33 5.0 19.67 14.67
204 DEL 80 F6 2.33 19.17 21.0 15.0 0.83 6.0 19.17 13.17
205 IMP-T 80 F5 2.33 19.17 22.0 16.0 1.83 6.0 19.17 13.17
206 IMP-T 80 F5 2.00 19.50 22.0 12.0 1.50 10.0 19.50 9.50
207 IMP-T 80 Strip 1.50 20.00 21.0 10.0 0.00 11.0 20.00 9.00
208 IMP-T 80 F5 2.33 19.17 22.0 15.0 1.83 7.0 19.17 12.17
209 IMP-T 80 Slab 0.33 15.00 14.0 12.0 0.00 2.0 14.00 12.00
210 IMP-T 80 Slab 0.33 15.00 14.0 12.0 0.00 2.0 14.00 12.00
211 IMP-T 80 Slab 0.33 15.00 14.0 11.0 0.00 3.0 14.00 11.00
212 IMP-T 80 Slab 0.33 15.00 14.0 11.0 0.00 3.0 14.00 11.00
213 IMP-T 80 Slab 0.33 15.00 15.0 11.0 0.00 4.0 15.00 11.00
214 IMP-T 80 Slab 0.33 15.00 15.0 11.0 0.00 4.0 15.00 11.00
215 IMP-T 80 Slab 0.33 15.00 15.0 11.0 0.00 4.0 15.00 11.00
216 IMP-T 80 Slab 0.33 15.00 15.0 10.0 0.00 5.0 15.00 10.00
217 IMP-T 80 Slab 0.33 15.00 14.0 12.0 0.00 2.0 14.00 12.00
218 IMP-T 80 Slab 0.33 15.00 14.0 11.0 0.00 3.0 14.00 11.00
219 IMP-T 80 Slab 0.33 15.00 14.0 11.0 0.00 3.0 14.00 11.00
220 IMP-T 80 Slab 0.33 15.00 14.0 10.0 0.00 4.0 14.00 10.00
221 IMP-T 80 Slab 0.33 15.00 14.0 10.0 0.00 4.0 14.00 10.00
222 IMP-T 80 Slab 0.33 15.00 15.0 10.0 0.00 5.0 15.00 10.00
223 IMP-T 80 Slab 0.33 15.00 15.0 10.0 0.00 5.0 15.00 10.00
224 IMP-T 80 Slab 0.33 15.00 15.0 10.0 0.00 5.0 15.00 10.00
225 IMP-T 80 Slab 0.33 15.00 15.0 10.0 0.00 5.0 15.00 10.00
226 IMP-T 80 Slab 0.33 15.00 15.0 9.0 0.00 6.0 15.00 9.00
227 IMP-T 80 Slab 0.33 15.00 15.0 8.0 0.00 7.0 15.00 8.00
228 IMP-T 80 Slab 0.33 15.00 15.0 8.0 0.00 7.0 15.00 8.00
229 IMP-T 80 Slab 0.33 15.00 15.0 8.0 0.00 7.0 15.00 8.00
230 IMP-T 80 Slab 0.33 15.00 15.0 8.0 0.00 7.0 15.00 8.00
231 IMP-T 80 Slab 0.33 15.00 15.0 8.0 0.00 7.0 15.00 8.00
232 IMP-T 80 Slab 0.33 15.00 15.0 8.0 0.00 7.0 15.00 8.00
233 IMP-T 80 Slab 0.33 15.00 15.0 7.0 0.00 8.0 15.00 7.00
234 IMP-T 80 Slab 0.33 15.00 16.0 7.0 0.00 9.0 15.00 6.00
235 IMP-T 80 Slab 0.33 15.00 16.0 7.0 0.00 9.0 15.00 6.00
236 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
237 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
238 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
239 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
240 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
241 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
242 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
243 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
244 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
245 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
246 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
247 IMP-T 80 Slab 0.42 13.58 16.0 9.0 1.42 7.0 13.58 6.58
248 IMP-T 80 Slab 0.33 16.00 15.0 17.0 0.00 -2.0 15.00 17.00
249 IMP-T 80 Slab 0.33 16.00 15.0 17.0 0.00 -2.0 15.00 17.00
250 IMP-T 80 Slab 0.33 16.00 14.0 15.0 0.00 -1.0 14.00 15.00
page 5 of 7
GEOPIER SCHEDULE
Project Number:GNE-00998 FF Elev, Structural
Project Name:Washington at Dodge Mixed Use Development FF Elev. Civil 15.33 16.33 20.33
Project Location:Salem, MA Notes:
21.5 14 26
Date:8/10/2018 Rev. 1 8/30/18
Design
Capacity
kg, kips
Revised based on submittal response comments
from McPhail.
Depth
Below FFE
Pier Footing Design Data, ft Design Installation Data, ft Proposed Geopier Geometry
No. Type Type
Bottom
Elev.
Surface
Elev.
Est. Drill
Depth
Top
Depth
Bottom
El, ft.
Top
El, ft.
Shaft
Length ft.
251 IMP-T 80 Slab 0.33 16.00 14.0 15.0 0.00 -1.0 14.00 15.00
252 IMP-T 80 Slab 0.33 16.00 14.0 15.0 0.00 -1.0 14.00 15.00
253 IMP-T 80 Slab 0.33 16.00 16.0 18.0 0.00 -2.0 16.00 18.00
254 IMP-T 80 Slab 0.33 16.00 15.0 17.0 0.00 -2.0 15.00 17.00
255 IMP-T 80 Slab 0.33 16.00 15.0 17.0 0.00 -2.0 15.00 17.00
256 IMP-T 80 Slab 0.33 16.00 15.0 16.0 0.00 -1.0 15.00 16.00
257 IMP-T 80 Slab 0.33 16.00 14.0 15.0 0.00 -1.0 14.00 15.00
258 IMP-T 80 Slab 0.33 16.00 15.0 16.0 0.00 -1.0 15.00 16.00
259 IMP-T 80 Slab 0.33 16.00 16.0 17.0 0.00 -1.0 16.00 17.00
260 IMP-T 80 Slab 0.33 16.00 16.0 17.0 0.00 -1.0 16.00 17.00
261 IMP-T 80 Slab 0.33 16.00 16.0 17.0 0.00 -1.0 16.00 17.00
262 IMP-T 80 Slab 0.33 16.00 16.0 16.0 0.00 0.0 16.00 16.00
263 IMP-T 80 Slab 0.33 16.00 17.0 17.0 0.00 0.0 16.00 16.00
264 IMP-T 80 Slab 0.33 16.00 16.0 15.0 0.00 1.0 16.00 15.00
265 IMP-T 80 Slab 0.33 16.00 15.0 14.0 0.00 1.0 15.00 14.00
266 IMP-T 80 Slab 0.33 16.00 17.0 16.0 0.00 1.0 16.00 15.00
267 IMP-T 80 Slab 0.33 16.00 17.0 15.0 0.00 2.0 16.00 14.00
268 IMP-T 80 Slab 0.33 16.00 17.0 15.0 0.00 2.0 16.00 14.00
269 IMP-T 80 Slab 0.33 16.00 16.0 13.0 0.00 3.0 16.00 13.00
270 IMP-T 80 Slab 0.33 16.00 16.0 13.0 0.00 3.0 16.00 13.00
271 IMP-T 80 Slab 0.33 16.00 17.0 15.0 0.00 2.0 16.00 14.00
272 IMP-T 80 Slab 0.33 16.00 17.0 15.0 0.00 2.0 16.00 14.00
273 IMP-T 80 Slab 0.33 16.00 16.0 12.0 0.00 4.0 16.00 12.00
274 IMP-T 80 Slab 0.33 16.00 18.0 16.0 1.00 2.0 16.00 14.00
275 IMP-T 80 Slab 0.33 20.00 18.0 16.0 0.00 2.0 18.00 16.00
276 IMP-T 80 Slab 0.33 20.00 19.0 17.0 0.00 2.0 19.00 17.00
277 IMP-T 80 Slab 0.33 20.00 18.0 15.0 0.00 3.0 18.00 15.00
278 IMP-T 80 Slab 0.33 20.00 18.0 13.0 0.00 5.0 18.00 13.00
279 IMP-T 80 Slab 0.33 20.00 18.0 13.0 0.00 5.0 18.00 13.00
280 IMP-T 80 Slab 0.33 20.00 19.0 17.0 0.00 2.0 19.00 17.00
281 IMP-T 80 Slab 0.33 20.00 19.0 16.0 0.00 3.0 19.00 16.00
282 IMP-T 80 Slab 0.33 20.00 18.0 13.0 0.00 5.0 18.00 13.00
283 IMP-T 80 Slab 0.33 20.00 18.0 13.0 0.00 5.0 18.00 13.00
284 IMP-T 80 Slab 0.33 20.00 19.0 16.0 0.00 3.0 19.00 16.00
285 IMP-T 80 Slab 0.33 20.00 19.0 14.0 0.00 5.0 19.00 14.00
286 IMP-T 80 Slab 0.33 21.17 20.0 17.0 0.00 3.0 20.00 17.00
287 IMP-T 80 Slab 0.33 21.17 20.0 16.0 0.00 4.0 20.00 16.00
288 IMP-T 80 Slab 0.33 21.17 19.0 14.0 0.00 5.0 19.00 14.00
289 IMP-T 80 Slab 0.33 21.17 21.0 17.0 0.00 4.0 21.00 17.00
290 IMP-T 80 Slab 0.33 21.17 20.0 16.0 0.00 4.0 20.00 16.00
291 IMP-T 80 Slab 0.33 21.17 20.0 14.0 0.00 6.0 20.00 14.00
292 IMP-T 80 Slab 0.33 21.17 20.0 13.0 0.00 7.0 20.00 13.00
293 IMP-T 80 Slab 0.33 21.17 21.0 16.0 0.00 5.0 21.00 16.00
294 IMP-T 80 Slab 0.33 21.17 21.0 13.0 0.00 8.0 21.00 13.00
295 IMP-T 80 Slab 0.33 21.17 22.0 17.0 0.00 5.0 21.17 16.17
296 IMP-T 80 Slab 0.33 21.17 22.0 14.0 0.00 8.0 21.17 13.17
297 IMP-T 80 Slab 0.33 21.17 22.0 16.0 0.00 6.0 21.17 15.17
298 IMP-T 80 Slab 0.33 21.17 22.0 13.0 0.00 9.0 21.17 12.17
299 IMP-T 80 Slab 0.33 25.67 23.0 10.0 0.00 13.0 23.00 10.00
300 IMP-T 80 F7 2.33 18.00 18.0 14.0 0.00 4.0 18.00 14.00
page 6 of 7
GEOPIER SCHEDULE
Project Number:GNE-00998 FF Elev, Structural
Project Name:Washington at Dodge Mixed Use Development FF Elev. Civil 15.33 16.33 20.33
Project Location:Salem, MA Notes:
21.5 14 26
Date:8/10/2018 Rev. 1 8/30/18
Design
Capacity
kg, kips
Revised based on submittal response comments
from McPhail.
Depth
Below FFE
Pier Footing Design Data, ft Design Installation Data, ft Proposed Geopier Geometry
No. Type Type
Bottom
Elev.
Surface
Elev.
Est. Drill
Depth
Top
Depth
Bottom
El, ft.
Top
El, ft.
Shaft
Length ft.
301 IMP-T 80 F7 2.33 18.00 18.0 14.0 0.00 4.0 18.00 14.00
302 IMP-T 80 F7 2.33 18.00 19.0 15.0 0.00 4.0 18.00 14.00
303 IMP-T 80 F7 2.33 18.00 19.0 15.0 0.00 4.0 18.00 14.00
304 IMP-T 80 F6 2.33 19.17 21.0 15.0 0.83 6.0 19.17 13.17
305 IMP-T 80 F6 2.33 19.17 21.0 15.0 0.83 6.0 19.17 13.17
page 7 of 7
PMX2
LP
PROP.
HYDRANT
MA DPW
HH
LP
LP
LP
LP
LPPED.SIGNAL
MA DPW
HH EMH
EMH
PED.
SIGNAL
SMH
SMH
EMH
DMH
DMH
TMH
SIGN
MA DPW
HH
VAULT
MH
MA DPW
HH
CB LP PED.SIGNAL ELEC.CABINETSMHDMHEMHEM
DMH
CB
EMH
DMHDMH
CBCB CONCRETESIDEWALKMAST
ARM
SIGNAL
CONTROL
CABINET
TMH
CB
MA DPW
HH
PED.
SIGNAL
MA DPW
HH
DMH
CMH
CB
EMH
CMH
EMH
DMH
CB
LP
PMX2
LP
PROP.
HYDRANT
MA DPW
HH
LP
LP
LP
LP
LPPED.SIGNAL
MA DPW
HH EMH
EMH
PED.
SIGNAL
SMH
SMH
EMH
DMH
DMH
TMH
SIGN
MA DPW
HH
VAULT
MH
MA DPW
HH
CB LP PED.SIGNAL ELEC.CABINETSMHDMHEMHEM
DMH
CB
EMH
DMHDMH
CBCB CONCRETESIDEWALKMAST
ARM
SIGNAL
CONTROL
CABINET
TMH
CB
MA DPW
HH
PED.
SIGNAL
MA DPW
HH
DMH
CMH
CB
EMH
CMH
EMH
DMH
CB
LP6'-0"16'-1"2'
-
0
"
1
9
'
-
6
"
2'
-
0
"
1
2
'
-
0
"
2'
-
0
"
1
2
'
-
0
"2'-0"12'-0"2'-0"9'-9"2'-
0
"
6'-
2
"2'-0"1'-0"2'
-
0
"
1
2
'
-
3
"2'-0"12'-3"2'-0"12'-3"2'-0"10'-6"2'-0"10'-6"2'-0"10'-6"2'-0"10'-6"2'-0"10'-0"
2'-0"10'-0"2'-0"2'-6"2'-0"4'-0"2'-0"
4'-0"2'-0"8'-3"2'-0"8'-3"2'-0"6'-9"2'-0"8'-3"2'-0"6'-9"2'-0"6'-9"2'-0"
5'-0"2'-0"8'-3"2'-0"8'-3"TopRAP: 15.0TopRAP: 15.0TopRAP: 14.0TopRAP: 14.0TopRAP: 12.83TopRAP: 15.0TopRAP: 14.0TopRAP: 15.0TopRAP: 14.0TopRAP: 15.0TopRAP: 13.33TopRAP: 14.0TopRAP: 14.0TopRAP: 18.5TopRAP: 19.0TopRAP: 19.0TopRAP: 19.0TopRAP: 19.0TopRAP: 19.0TopRAP: 20.17TopRAP: 20.17TopRAP: 20.17TopRAP: 20.17TopRAP: 20.0TopRAP: 19.5TopRAP: 24.67TopRAP: 20.0TopRAP: 20.0TopRAP: 20.0TopRAP: 20.0TopRAP: 20.0Limit of 1.5:1 slopeto nearby footingBOF: 12.33BOF: 9.5BOF: 9.5BOF: 9.5BOF: 9.5BOF: 9.5BOF: 12.33BOF: 12.33BOF: 12.33BOF: 12.0BOF: 12.0BOF: 12.0BOF: 12.0BOF: 12.0BOF: 12.0BOF: 12.0BOF: 12.0
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
N
1
A B E F G H I J K.7 MA.5 B.7 D.3 K O
P
Q Q.5P.3 R S T U V
2
3
4
6
8
9
1011
12
13
14
15
18
16
17
18
19
20 21
22
24
27
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
1
A B C D E F IA.5
4
7
K.6J.6 W
23
H.3
O.7
Q.1
R.6LM.1
N.3
N.4
Q.7
T.9
49
U.2
45
43
40
38
35
33
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"
1'-4"
3'-4"
1'-0"
11'-8"
1'-8"
7'-4"9'-0"3'-8"
1'-8"
4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"
2'-0"
4'-4"11'-4"
1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"12'-8"6'-0"6'-8"20'-8"25'-4"28'-0"27'-0"27'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
4
"
5'-
4
"
5'-
4
"
7'-
4
"
10'
-
8
"
2'-
0
"
3'-
4
"
9'-
4
"
8'-
8
"
4'-
0
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
1'-
4
"
11'
-
4
"27'-0"Z.4
3'-0"29'-4"2
14'-8"C.6
6'-10"
Z.67'-538"23.0
C2 C2
W12x14[5]
C2
W14x26[5]
BRACED
FRAME #7
W14x26[5]
BRACED
FRAME #7
W14x26[5]
BRACED
FRAME #7
W14x26[5]
BRACED
FRAME #7
W12x14[5]
C2 C2 C2 C2 C2 C1
C2 C2 C2 C2 C2 C2
C1
C2
W12x22[12] W12x26[10] W12x26[12] W12x26[13] W12x26[16] W12x22[10]W14x26[10]BRACEDFRAME #6W12x22[10]W12x22[10]W12x22[10]W12x22[10]W12x22[10]W12x22[10]W12x22[10]W12x22[10]W14x22[7]W12x26[11]
(C=3/4")W10x12W12x45[14](C=3/4")W12x14[8](C=3/4")W12x14[8](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x30[9](+11 7/8")W12x26[10] W12x26[10]W12x35[16](C=3/4")W12x26[10] W12x26[10]W12x35[17](C=3/4")W12x26[6]
W12x26[10] W12x26[10]
W12x35[18]
(C=3/4")W12x26[10] W12x26[10]W12x35[19](C=3/4")W12x26[10]W10x12[7]W12x16[8]W10x12W12x26W12x26[10](C=3/4")W12x26[10](C=3/4")W12x26[10](C=3/4")W12x26[10](C=3/4")W12x26[10](C=3/4")W12x26[10](C=3/4")W12x26[10](C=3/4")W12x26[10](C=3/4")W12x30[14](C=3/4")W12x26[10]W12x35[19](C=3/4")W12x26[10]
W12x26[11] W12x26[10]W12x35[19](C=3/4")W12x26[10]W10x12W12x26W12x16W12x26[10](C=3/4")W12x26[10](C=3/4")W12x26[10](C=3/4")W12x26[10](C=3/4")W12x26
W12x26[10](C=3/4")W12x26W10x12W12x30[14]
(C=3/4")W12x26[10]
W
1
2
x
2
6
W12x26[11]W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x35[16](C=1")W12x30[14](C=1")W12x30[14](C=1")W12x50[20](C=1")W12x50[20](C=1")W12x30[14](C=1")W12x30[14](C=1")W12x30[14](C=1")W12x30[14](C=1")W12x30[14](C=1")W12x30[14](C=1")W12x30[14](C=1")W12x30[14](C=1")W
1
2
x
2
6
[
1
4
]
(C
=
3
/
4
"
)
W
1
2
x
2
6
[
1
3
]
(C
=
3
/
4
"
)
W
1
2
x
5
8
[
2
1
]
(C
=
1
"
)
W
1
2
x
5
8
[
2
1
]
(C
=
3
/
4
"
)
W
1
2
x
2
6
W
1
2
x
3
0
[
1
8
]
W
1
2
x
3
0
[
1
4
]
W
1
2
x
3
5
[
2
3
]
W
1
2
x
3
0
[
1
1
]
W
1
2
x
3
0
[
2
7
]
W
1
2
x
2
6
[
2
1
]
(C
=
3
/
4
"
)
W
1
2
x
3
0
[
1
7
]
W
1
2
x
3
0
[
1
7
]
W
1
2
x
3
0
[
1
8
]
C3
C4
C3
C3
C3
C2
C3
C2
C2 C2 C2 C2 C2 C2 C2
C2
C2 C2 C2 C2 C2 C2 C2
C2 C2 C2 C2 C2
C2 C2 C2
C3 C2
C2
C3
C2
C2 212"EOD212" EOD312"
EOD312"EOD312"
EOD CMU STAIR SHAFT UPTO ELEV. 32'-0"CMU ELEVATOR SHAFT
TO ABOVE ROOF
CMU WALL UP TO ELEV.
32'-0" FOR LAUNDRY
EQUIPMENT ISOLATION
CMU STAIR SHAFT UP
TO ELEV. 32'-0"TOP OF FOUNDATIONWALL ELEV. = 23'-0"TOP OF FOUNDATIONWALL ELEV. = 32'-0"C3
C2
C1 C2
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
A
T
E
L
E
V
.
3
2
'
-
0
"
TO
P
O
F
F
D
N
W
A
L
L
EL
E
V
.
A
T
2
2
'
-
5
3
/
4
"TOP OF FDN WALLELEV. AT 22'-5 3/4"TOP OF STEEL
ELEV. 22'-5 3/4"TOP OF SLAB 23'-0"
C2312" EODW12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W12x26[12](C=3/4")W
1
2
x
2
6
[
1
5
]
(C
=
3
/
4
"
)
W
1
2
x
2
6
[
1
4
]
(C
=
3
/
4
"
)LINTEL BEAMHSS14x6x1/2"(+26 1/2")C2 EP-23EP-23EP-23EP
-
2
3EP-23EP-23
EP
-
2
3
EP
-
2
3
EP
-
2
3
EP
-
2
3
EP
-
2
3
EP
-
2
3
EP
-
2
3
EP
-
2
3
EP
-
2
3
EP
-
2
3
EP
-
2
3
EP
-
2
3EP-23EP-2312
S2.03
EP-23EP-2311
S2.03
18
S4.02
16
S4.02
3S4.029
S4.02 3S4.006
S2.04
5
S2.04
312" EOD
312" EOD3S2.044S2.041S2.042S2.042
S2
.
0
4
57
S2.078S4.02EP-23
W12x35[23]
(C=3/4")W12x35[26](C=3/4")W12x26[27](C=3/4")W12x16[8](C=3/4")W12x16[8](C=3/4")W12x35[23]
(C=3/4")W10x12[5]W10x12[5]4S4.026
S2.03
7
S2.03
8
S2.037S2.046S2.047'-434"8'-0"3S4.0210"18'-8"5'-10"W8x18
HSS4x4x1/4" POST
TO
P
O
F
F
O
U
N
D
A
T
I
O
N
W
A
L
L
E
L
E
V
.
2
6
'
-
0
"
SI
M
I
L
A
R
10
S2
.
0
3
9
S2
.
0
3
GARAGELEVEL 2
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Tuesday, September 25, 2018 9:42:06 AMWashington StreetSalem, Massachusetts09-25-18..08-22-18 REVISED BEAM SIZES TO W12'sKEY PLAN
2 1/16" = 1'-0"
GARAGE LEVEL 2 FRAMING PLAN
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
N
1
A B E F G H I J K.7 MA.5 B.7 D.3 K O
P
Q Q.5P.3 R S T U V
2
3
4
6
8
9
1011
12
13
14
15
18
16
17
18
19
20 21
22
24
27
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
1
A B C D E F IA.5
4
7
K.6J.6 W
23
H.3
O.7
Q.1
R.6LM.1
N.3
N.4
Q.7
T.9
49
U.2
45
43
40
38
35
33
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"
1'-4"
3'-4"
1'-0"
11'-8"
1'-8"
7'-4"9'-0"3'-8"
1'-8"
4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"
2'-0"
4'-4"11'-4"
1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"12'-8"6'-0"6'-8"20'-8"25'-4"28'-0"27'-0"27'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
4
"
5'-
4
"
5'-
4
"
7'-
4
"
10'
-
8
"
2'-
0
"
3'-
4
"
9'-
4
"
8'-
8
"
4'-
0
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
1'-
4
"
11'
-
4
"27'-0"Z.4
3'-0"29'-4"2
14'-8"C.6
6'-10"
Z.67'-538"32.0
32.0 32.0
C2 C2 C2 C2 C2 C2 C2 C2 C1
C2 C2 C2 C2 C2 C2
C1
C2
W14x22
W14x30[20]
(C=3/4")
W14x38[19]
(C=3/4")
W14x30[26]
(C=3/4")
W14x30[28]
(C=3/4")
W14x34[20]
(C=3/4")
W14x34[21]
(C=3/4")
W
1
4
x
2
6
W14x22[12](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x26[18](C=3/4")W14x48[32](C=3/4")W14x48[32](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W
1
4
x
2
2
[
2
1
]
(C
=
3
/
4
"
)
W
1
4
x
6
1
[
3
0
]
(C
=
3
/
4
"
)
W
1
4
x
6
8
[
7
0
]
(C
=
3
/
4
"
)
W
1
4
x
3
0
[
1
8
]
W
1
4
x
3
0
[
1
4
]
W
1
4
x
3
0
[
2
3
]
W
1
4
x
3
0
[
1
3
]
W
1
4
x
3
0
[
2
7
]
W
1
4
x
3
0
[
1
4
]
W
1
4
x
3
0
[
1
7
]
W
1
4
x
3
0
[
1
7
]
W
1
4
x
3
0
[
1
9
]
(C
=
3
/
4
"
)
C3
C4
C3
C3
C3
C2
C3
C2
C2 C2 C2 C2 C2 C2 C2
C2
C2 C2 C2 C2 C2 C2 C2
C2
C2 C2 C2 C2 C2
C2
C2 C2 C2
C3 C2
C2
C3
C2
C2 CMU STAIR SHAFTUP TO ELEV. 31'-4"CMU STAIR
SHAFT UP TO
ELEV. 31'-4"
C2
C2
C2
C2
C2
C2
OFFSET IN 1"W21x57BRACEDFRAME #3W
8
x
1
0
W8x10C1
C1
W
1
4
x
2
6
BR
A
C
E
D
FR
A
M
E
#
1
W8x10C2
W
8
x
1
0
W
8
x
1
0
W
8
x
1
0
C2
C2
C3
C2
C2
C1 C2
W14x26 W14x26W12x16212" EODHOTEL SLABGARAGE SLAB212" EODHOTEL SLABGARAGE SLAB212"
EOD
W14x22[6]W14x22[10](C=3/4")W14x22[10](C=3/4")W16x26[10]212" EODHOTEL SLABGARAGE SLABC
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
A
T
E
L
E
V
.
3
2
'
-
0
"TOP OF FOUNDATIONWALL ELEV. = 32'-0"HSS14x6x1/2TOP OF STEEL
ELEV. 31'-4 3/4"TOP OF SLAB 32'-0"
C2
C
O
N
C
R
E
T
E
S
L
A
B
O
N
G
R
A
D
E
A
T
E
L
E
V
.
2
6
'
-
0
"
W24x62[51]
(C=3/4")
W24x62[39](C=3/4")
W21x44[16]
(C=3/4")
W21x44[10]
W21x44[12]
W21x44[16]W21x44[40](C=3/4")W18x40[32]W21x44[12]W18x35[11]W10x12[11]W21x44[40]
(C=3/4")
W21x44[40](C=3/4")
W24x55[29](C=3/4")
W16x26[24]W14x26[12]BRACEDFRAME#5W8x10
(2) L5x5x3/8" ANGLES BACK TO BACK,
BOTTOM OF ANGLE ELEV. = 131'-4 3/4"C2
C2
C1
W14x30[28](C=3/4")W12x14[8]W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W12x14 W14x26 W14x26 W14x26 W12x14 W12x14
W14x26BRACEDFRAME #6W14x22[10]W14x22[10]W14x22[10]W14x22[10]W14x22[10]W14x22[10]W14x22[12] W14x22[10] W14x22[12] W14x22[13] W14x22[16]
W14x22[10] W14x22[10] W14x22[10] W14x22[10] W14x22[10]
W14x22[10] W14x22[10] W14x22[10] W14x22[10] W14x22[10]W14x22[10]W14x30[28](C=3/4")W12x16[8](C=3/4")W12x16[8](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x30[16]
(C=3/4")W14x34[29](C=3/4")
W14x34[34]
(C=3/4")W10x12[7]W12x16[8]W14x26[10]W10x12W14x22W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10] W14x22[10]
W14x22 W14x22[10] W14x22[10]W10x12W14x22W12x16W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22
W14x22[10](C=3/4")W14x22W10x12W14x26[13]
(C=3/4")W14x22[10]W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W
1
4
x
2
2
[
1
3
]
(C
=
3
/
4
"
)
W
1
4
x
2
2W14x26[18](C=3/4")W
1
4
x
2
2
[
1
2
]
(C
=
3
/
4
"
)
W
1
4
x
2
2
[
1
2
]
(C
=
3
/
4
"
)
C2 W14x26[10]W14x22[10]C2
C2
C2
C1
57
S2.07EP-32EP
-
3
2
EP
-
3
2
EP
-
3
2
EP
-
3
2
EP
-
3
2
EP
-
3
2
EP
-
3
2
EP
-
3
2EP-32BRACEDFRAME #11BRACED FRAME #11BRACEDFRAME #4BRACEDFRAME #4W
1
4
x
2
6
BR
A
C
E
D
FR
A
M
E
#
1 W12x14[8]W14x30[20]
(C=3/4")W10x12[5]W10x12[5]W14x263
3
3
33
S4.02
9
S4.02 15S4.0214
S4.02
2S4.021S2.042S2.042
S2
.
0
48S4.0214S4.0215S4.0210
S2
.
0
3
W10x12
22
S4.02 23S4.025S4.025
S4.02
5S4.02W8x101'-0" EXT.
212"
EOD
212" EOD
RESIDENTIAL SLAB GARAGE SLAB
212"
EOD
47
S4.03
EP-3212'-8"1'-10"7'-4"24.1
S4.02 10"18'-8"5'-10"SI
M
I
L
A
R OFFSETOUT 1"SIM.R=104K W16x31GARAGELEVEL 3
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 10:44:19 AMWashington StreetSalem, Massachusetts09-25-18..KEY PLAN
3 1/16" = 1'-0"
GARAGE LEVEL 3 FRAMING PLAN
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
N
1
A B E F G H I J K.7 MA.5 B.7 D.3 K O
P
Q Q.5P.3 R S T U V
2
3
4
6
8
9
1011
12
13
14
15
18
16
17
18
19
20 21
22
24
27
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
1
A B C D E F IA.5
4
7
K.6J.6 W
23
H.3
O.7
Q.1
R.6LM.1
N.3
N.4
Q.7
T.9
49
U.2
45
43
40
38
35
33
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"
1'-4"
3'-4"
1'-0"
11'-8"
1'-8"
7'-4"9'-0"3'-8"
1'-8"
4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"
2'-0"
4'-4"11'-4"
1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"12'-8"6'-0"6'-8"20'-8"25'-4"28'-0"27'-0"27'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
4
"
5'-
4
"
5'-
4
"
7'-
4
"
10'
-
8
"
2'-
0
"
3'-
4
"
9'-
4
"
8'-
8
"
4'-
0
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
1'-
4
"
11'
-
4
"27'-0"Z.4
3'-0"29'-4"2
14'-8"C.6
6'-10"
Z.67'-538"W21x44[16]W16x31[12]W16x31[12]W14x26[12]212" EDGEOF SLAB44.0
C2 C2 C2 C2 C2 C2 C1 C2
W16x26[12] W18x35[10] W16x26[19] W16x31[25] W16x31[26]W16x26[9]W16x31[12]W16x31[12]W16x31[12]W16x31[12]W16x26[12]W14x22[9]W16x26[9]
W21x44
W18x40
W16x26 W16x26 W18x35 W16x26 W16x26 W18x35 W16x26
W16x26 W16x26 W18x35 W16x26 W16x26 W18x35 W16x26 W14x22W14x26 W16x31 W16x26 W16x26 W18x35 W16x26
W16x26 W16x26 W18x35 W16x26
W16x26 W16x26
W
1
8
x
3
5
W21x44[16]W21x44[16]W24x55[20](C=3/4")W24x55[20](C=3/4")W24x55[20](C=3/4")W21x44[16]W21x44[16]W21x44[16]W21x44[16]W21x44[16]W21x44[16]W
1
8
x
3
5
W
1
8
x
3
5
W
2
1
x
4
4
W
1
8
x
3
5
W
1
8
x
4
6
W
1
6
x
2
6
W
1
8
x
4
0
[
2
5
]
W
1
8
x
4
0
[
2
5
]
W
1
8
x
4
0
[2
2
]
W
2
1
x
4
4
[
2
1
]
W
1
8
x
3
5
[
1
5
]
W
2
1
x
4
4
[
1
2
]
W
1
8
x
4
0
[
1
7
]
W
1
8
x
4
0
[
1
7
]
W
2
1
x
4
4
[
1
7
]
C3
C4
C3
C3
C3
C2
C3
C2
C2 C2 C2 C2 C2 C2 C2
C2
C2 C2 C2 C2 C2 C2 C2
C2
C2 C2 C2 C2 C2
C2
C2 C2 C2
C3 C2
C2
C3
C2
C2 CMU STAIR SHAFT UPTO ELEV. 32'-0"CMU ELEVATORSHAFT UP TOROOFC2
C2
C2
C2
W
8
x
1
0
[
5
]
C1
C1
C2W12x16[5]C2
C2
C4
C3
C2
C1 C2
BRACEDFRAME#4W8x10 W8x10W8x10 HOTEL SLABW14x22
W14x22W14x26 C2 C2 C2 C2 C2 C2 C2 C2 C1
HOTEL SLAB
C2
C2
C2
C2
C2
C2
C2
C1
C2 W21x44[16]C2
H1
2x6 BEARINGWALLS, TYPICALHOTEL SLABGARAGE ROOFHOTEL SLAB212" EOD
212" EDGE
OF SLAB
212" EDGEOF SLABTOP OF STEEL
ELEV. 43'-6 1/2"TOP OF SLAB 44'-0"
TO
P
O
F
S
T
E
E
L
EL
E
V
.
4
3
'
-
6
1
/
2
"
TO
P
O
F
S
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A
B
4
4
'
-
0
"W14x26[12]BRACEDFRAME #6W18x35[12]2x6 BEARINGWALLS, TYPICALW21x55[23]W21x44?[14]2x6 BEARINGWALLS, TYPICAL2x6 BEARING
WALLS, TYPICAL
(-13")(-13")
(-1
3
"
)
(-13")
(-8")(-7 5/8") (-6 1/2") (-5 1/2")
(-5 1/2")(-6 1/2")
(-1
3
"
)
(-5 1/2")
(-7
5
/
8
"
)
(-4
1
/
2
"
)
(-6
1
/
4
"
)
(-7 5/8")
44.0
44.0
C2
C2
C3
C2
C2
W
1
8
x
3
5
W
1
4
x
2
6
[
1
0
]
BR
A
C
E
D
FR
A
M
E
#
2
W
1
4
x
2
6
[
1
0
]
BR
A
C
E
D
FR
A
M
E
#
2
W
1
4
x
2
6
[
1
0
]
BR
A
C
E
D
FR
A
M
E
#
2
W14x26[5]W14x26[5] W14x26[5]BRACED FRAME #11BRACED FRAME #11(2) L5x5x3/8" ANGLES BACKTO BACK, BOTTOM OFANGLE ELEV. = 143'-6 1/2"C1
4
4
4
430
S4.0232S4.0232S4.0231
S4.02
W14x26[10]BRACEDFRAME#448
S4
.
0
315S4.0212'-338"20'-8"3'-10"W14x26[10]10K112K316K418K418K618K1018K1018K9 @ 6'-0" O.C.
20K9 @ 6'-0" O.C.
20
K
1
0
@
6
'
-
0
"
O
.
C
.10K1JS18K718K718K720K920K920K918K9 @ 6'-0" O.C.12K314K418K6JS10K112K312K316K218K5JS10K112K316K216K518K9W14x22W14x2218K9 @ 6'-0" O.C.
5'-4"
4'-9"5'-8"5'-8"5'-8"
18K9 @ 6'-0" O.C.
TOP OF STEEL
ELEV. 43'-6 1/2"10'-0"10'-0"12K318K1018K1018K10212" EOD5'-4"
21
2" E
O
D
6'-
0
"
PROVIDE HSS2 1/2"x2 1/2" DECK
SUPPORT AT SKEWED BEAMS (TYPICAL)
2'-
0
"
16
G
A
.
18
G
A
.
8"18K720K9W16x3140 PSF DEAD LOAD
35 PSF SNOW LOAD
DRIFT ZONE10'-0"A
100 PSF
35PSF
12'-0"
GARAGEROOF
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 10:46:13 AMWashington StreetSalem, Massachusetts09-25-18..KEY PLAN
4 1/16" = 1'-0"
GARAGE ROOF FRAMING PLAN
1/32" = 1'-0"
ROOF DRIFT LOAD PLAN DIAGRAM
A 1/8" = 1'-0"
ROOF DRIFT LOAD SECTION DIAGRAM
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
N
1
A B E F G H I J K.7 MA.5 B.7 D.3 K O
P
Q Q.5P.3 R S T U V
2
3
4
6
8
9
1011
12
13
14
15
18
16
17
18
19
20 21
22
24
27
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
1
A B C D E F IA.5
4
7
K.6J.6 W
23
H.3
O.7
Q.1
R.6LM.1
N.3
N.4
Q.7
T.9
49
U.2
45
43
40
38
35
33
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"
1'-4"
3'-4"
1'-0"
11'-8"
1'-8"
7'-4"9'-0"3'-8"
1'-8"
4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"
2'-0"
4'-4"11'-4"
1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"12'-8"6'-0"6'-8"20'-8"25'-4"28'-0"27'-0"27'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
4
"
5'-
4
"
5'-
4
"
7'-
4
"
10'
-
8
"
2'-
0
"
3'-
4
"
9'-
4
"
8'-
8
"
4'-
0
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
1'-
4
"
11'
-
4
"27'-0"Z.4
3'-0"29'-4"2
14'-8"C.6
6'-10"
Z.67'-538"23.0
C2 C2 C2 C2 C2 C2 C2 C2 C1
C2
C1
C2 C2
C3
C2
C1 C2
C2
C2
C2
C2
C2
C4
C2
C2
C2
C2
C2
C2
TOP OF STEEL
ELEV. 22'-5 3/4"TOP OF SLAB 23'-0"
HSS6x6x1/4"
(+40)
HSS6x6x1/4"
(+40)
HSS6x6x1/4"
(+40)
HSS6x6x1/4"
(+40)
HSS6x6x1/4"
(+40)
HSS6x6x1/4"
(+40)
HSS6x6x1/4"
(+40)
HSS6x6x1/4"
(+40)HSS8x6x1/4" (+40)HSS8x6x1/4"
(+40)
HSS10x6x3/8" (+40)
HSS6x6x1/4" (+40)HSS6x6x1/4"(+40)C2 HSS6x6x1/4" (+40)HSS6x6x1/4"(+40)HSS6x6x1/4"(+40)HSS6x6x1/4"(+40)HSS6x6x1/4"
(+40)
H
S
S
6
x
6
x
1
/
4
"
(+
4
0
)HSS10x6x3/8"(+40)H
S
S
6
x
6
x
1
/
4
"
(+
4
0
)
TO BE DETERMINED
POST FROM BEAM
BELOW, UP TO TOP OF
GUARD RAIL ELEVATION
GUARD RAIL
TO BE
DETERMINED
HSS10x6x3/8" (+40)HSS10x6x3/8" (+40)HSS10x6x3/8" (+40)HSS10x6x3/8" (+40)BRACED FRAME #11BRACED FRAME #11BRACEDFRAME #3BR
A
C
E
D
FR
A
M
E
#
1BRACED FRAME #4BRACEDFRAME #46S4.026
S4.02
GARAGELEVEL 2
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Friday, September 14, 2018 11:50:45 AMWashington StreetSalem, Massachusetts...KEY PLAN
1/16" = 1'-0"
GARAGE LEVEL 2 BARRIER PLAN
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
N
1
A B E F G H I J K.7 MA.5 B.7 D.3 K O
P
Q Q.5P.3 R S T U V
2
3
4
6
8
9
1011
12
13
14
15
18
16
17
18
19
20 21
22
24
27
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
1
A B C D E F IA.5
4
7
K.6J.6 W
23
H.3
O.7
Q.1
R.6LM.1
N.3
N.4
Q.7
T.9
49
U.2
45
43
40
38
35
33
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"
1'-4"
3'-4"
1'-0"
11'-8"
1'-8"
7'-4"9'-0"3'-8"
1'-8"
4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"
2'-0"
4'-4"11'-4"
1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"12'-8"6'-0"6'-8"20'-8"25'-4"28'-0"27'-0"27'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
4
"
5'-
4
"
5'-
4
"
7'-
4
"
10'
-
8
"
2'-
0
"
3'-
4
"
9'-
4
"
8'-
8
"
4'-
0
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
1'-
4
"
11'
-
4
"27'-0"Z.4
3'-0"29'-4"2
14'-8"C.6
6'-10"
Z.67'-538"32.0
32.0 32.0
C2
C2
C2
CMU STAIR SHAFT UP
TO ELEV. 32'-0"
C4
C3
HSS10x6x3/8" (+41)HSS10x6x3/8" (+41)HSS10x6x3/8" (+41)C2
C2
C2 BRACED FRAME #11C2
C1
HSS6x6x1/4"
(+41)
TOP OF STEEL
ELEV. 31'-4 3/4"TOP OF SLAB 32'-0"HSS6x6x1/4"(+41)HSS10x6x3/8" (+41)BRACED FRAME #11HSS10x6x3/8" (+41)BRACED FRAME #11HSS10x6x3/8" (+41)BRACED FRAME #116S4.02GARAGELEVEL 3
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Friday, September 14, 2018 11:51:35 AMWashington StreetSalem, Massachusetts...1/16" = 1'-0"
GARAGE LEVEL 3 GUARD PLAN
KEY PLAN
8"OK-OCCOK-OCCOK-OCC
OK-OCCOK-OCCOK-OCC
OK-OCCOK-OCC
6'-1"
OFFSET IN 1"
12" EXT.
12" EXT.
12" EXT.
12" EXT.12" EXT.W16x31OK-OCC
EL. =31'-4 3/4"3'-3"4'-3"
CMU STAIR SHAFT
UP TO ELEV. 31'-4"W10x225
S4.02
W10x22
W10x224'-6"4'-5"4" EOD
15'-0"
HSS10x2x1/4
1 8"
VEHICLE BARRIER,
*SEE OCC PLAN S4.01
26'-8"
27'-4 1/2"
PL5"x1/2"
spacer plate
OK - OCC
PROVIDE HOLES TO LAG
BEAM INTO WOOD POST
Structural Design & SalesLLC16 GAGE AT PODIUM LEVEL10/23/18JSNX
Structural Design & SalesLLC81A167121A1A10858108118491A28571A811A1A20201A3/4X5" STUDS (MIN.)THIS SHOULD BESHORED UNLESSIT GOES MULTI-SPAN TO RIGHTOR TO LEFT ASSHOWNWOOD FRAMESHOULD BE INPLACE WHENDECK GOES INW16X31 AT ALL LEVELSCOORDINATE EOD WITHOPECHEEALL EOD QUESTIONS FOR OPEHEE
Structural Design & SalesLLC17231916A1712241610221412121717818141521A112020202020202020202020121212CHANGED TOW21X50(45)SEE PREVIOUSNOTE FOR ALLLEVELS3/4"X4-1/2" STUDSNOTE - THIS ENTIRE LEVEL IS 18 GAGEDECK. 16 GAGE IS ONLY USED ONLEVEL BELOWJOISTS ARE 6' O/C. PLEASE PROVIDE "NOCONCRETE" AT JOIST LOCATIONS TOALLOW LATER INSTALLATION. USE WOOD,INSULATION, OR METAL TO PROVIDEKNOCK-OUTS AS NEEDED. EXTEND OVERWIDTH OF BEAM AND LONG ENOUGH TOALLOW TOLERANCE AND WEILDING EACHSIDE.SEE PREVIOUSNOTES
Structural Design & SalesLLC172617121610152312121217181515812171720SIMSIMSEE PREVIOUSNOTES
Structural Design & SalesLLC172617121610152312121217181515812171720SIMSEE PREVIOUSSHOOULD BE 18GAGE
Structural Design & SalesLLC2926292528252525SIM302828312525292527SIM20SIMSIM32323333SIMSIM32323333SIM
Structural Design & SalesLLCBLOCK OUTCONCRETE ATJOIST
N1ABEFGHIJK.7MA.5B.7D.3KOPQQ.5P.3RSTUV23468910111213141516147K.6J.6WO.7Q.1R.6LM.1N.3N.4Q.7T.9U.2553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"1'-4"3'-4"1'-0"11'-8"1'-8"7'-4"9'-0"3'-8"1'-8"4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"2'-0"4'-4"11'-4"1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"
12'-8"6'-0"6'-8"20'-8"25'-4"28'-0"3'-0"214'-8"C.66'-10"5'-0"4'-0"
22'-0"16.3315.3314.014.9316.014.015.334" THICK 3000 PSI, CONCRETE SLABON GRADE W/ FIBERMESH OVER15 MIL. POLYETHYLENE VAPORRETARDER OVER SLAB SUBBASETOP OF FOOTINGELEV. = 11'-6"FOOTING STEPTOP OF FOOTINGELEV. = 10'-6"TOP OF FDN. WALLELEV. = 15'-4"TOP OF FOOTINGELEV. = 12'-6"TOP OF FDN. WALLELEV. = 18'-4"WALL STEP14.0TOP OF INTERIOR HOTELFOOTING ELEV. = 14'-6"UNLESS NOTED OTHERWISE2'-0"95'-2"115'-10"219'-2"3'-4"60'-8"157'-3"6'-2"6'-0"42'-8"7'-4"3'-0"18'-10"2'-0"15'-4"4'-8"7'-8"3'-4"7'-8"6'-0"7'-8"4'-0"7'-8"6'-0"7'-8"7'-8"6'-0"7'-8"4'-0"7'-8"5'-6"7'-8"4'-0"3'-4"2'-8"9'-0"5'-0"9'-0"10'-4"3'-4"18'-8"
2'-0"
18'-0"
2'-0"
52'-4"10'-10"1'-0"1'-4"10'-0"3'-4"10'-8"8"26'-8"1'-2"19'-3"27'-0"
26'-6"1'-0"17'-8"87'-8"11'-2"18'-0"8"8'-4"1'-2"1'-0"18'-0"87'-8"30'-2"20'-0"1'-0"
19'-4"1'-0"15'-4"1'-0"3'-4"26'-8"
8"
8"F-6BP-1AB-1F-4BP-3AB-1F-6BP-1AB-1F-7BP-1AB-1F-4BP-1AB-3F-4BP-1AB-3F-4BP-1AB-3F-4BP-1AB-3F-5BP-1AB-1F-4BP-1AB-3F-4BP-1AB-3F-4BP-1AB-3F-5BP-1AB-1F-5BP-1AB-1F-5BP-1AB-1F-6BP-1AB-1F-5BP-1AB-1F-4BP-1AB-3F-5BP-1AB-1F-7BP-13S2.024S2.0218S2.0626S2.0628S2.067S2.028S2.0227S2.0629S2.0631S2.0632S2.0613S2.0358S2.0711S2.051'-8"6S2.015S2.016S2.015S2.013S2.061S2.065S2.016S2.014S2.011S2.012S2.0315S2.0615S2.038"
1'-8"F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-119S2.0117S2.0117S2.0117S2.0118S2.0110S2.0558S2.07TOP OF INTERIOR GARAGEFOOTING ELEV. = 13'-4", U.N.O.58S2.0711S2.05TOP OF FDN. WALLELEV. = 16'-8"TOP OF FDN. WALLELEV. = 15'-4"2'-8"WALL STEPTOW ELEV. = 16'-8"TOP OF WALLELEV.=15'-4"WALLSTEP14S2.068S2.06TOP OF FDN. WALLELEV. = 22'-5 3/4"BLOCK OUT FDN WALLFOR WINDOW OPENINGSWALL STEPTOP OF FDN. WALLELEV. = 15'-4"TOP OF FOOTINGELEV. = 10'-6"TOP OF FDN. WALLELEV. = 16'-4"TOP OF FOOTINGELEV. = 10'-6"SEWER SLEEVEFOOTING STEP2'-0"6S2.025S2.02TOP OF FOOTING = ELEV. = 11'-6"FOOTING STEPTOP OF INTERIOR RESTAURANTFOOTING ELEV. = 15'-6"UNLESS NOTED OTHERWISETOP OF FDN. WALLELEV. = 20'-4"TOP OF INT.REST. FTG.ELEV. = 15'-6"5" THICK 3000 PSI, CONCRETE SLAB WITH6x6/W2.9xW2.9 WWM OVER 1" PAVEMENTBINDER COURSE. SUBBASE TO BEPREPARED PER GEOTECH REPORT.TOP OF FDN. WALLELEV. = 15'-4"TOP OF FOOTINGELEV. = 13'-4"TOP OF SLAB 15'-4"TOF =13'-4"8'-8"
TOF ELEV. = 13'-4"
FOOTING STEP
TOF ELEV. = 11'-6"TOF = 11'-6"FOOTING STEPTOF = 12'-10"TOW = 15'-4"34'-0"TOP OF SHELFELEV. = 14'-8"2'-0"28'-2"TOP OF SHELF
ELEV. = 14'-8"
TOP OF SHELF
ELEV. = 14'-0"SHELFSTARTTOP OF SLAB 14'-0"TOP OF SHELF
ELEV. = 14'-4"
TOP OF SHELFELEV. = 14'-4"TOP OF SHELFELEV. = 15'-0"TOP OF PIERELEV. = 15'-0"TOP OF FOOTINGELEV. = 11'-6"25S2.061HS1.021'-8"
2'-0"
1'-4"F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1FAB-2F-6BP-1FAB-2F-6BP-1AB-1F-6BP-1AB-1F-4BP-1AB-1P-1F-3.5x7BP-6AB-1P-12"F-3.75x8BP-1AB-1P-1AF-3BP-2AB-1P-1AF-7BP-1FAB-2P-1F-5BP-3AB-1P-3F-5BP-7FAB-2P-3F-5BP-3FAB-2P-3F-5BP-3FAB-2P-3F-5BP-3FAB-2P-3F-5BP-3FAB-2P-3F-5BP-3FAB-2P-3F-5BP-7FAB-2P-3F-3BP-1AB-1P-1F-4BP-4AB-1P-1F-7BP-5F2AB-2P-1BF-7BP-1AB-1F-6BP-1AB-1F-7BP-5F2AB-2P-1BF-7BP-5F2AB-2P-1F-6BP-1AB-1P-1F-6BP-6AB-1P-1F-4BP-4AB-1P-1F-7BP-5-1.5AB-1P-1F-5BP-5-1.5AB-1P-1F-3.25x8BP-1AB-1P-1AF-3x4BP-1AB-1P-1BF-4BP-1AB-1P-1F-4BP-2AB-1P-2F-4BP-1AB-1P-1F-4BP-4AB-1P-4F-3BP-3AB-1P-76'-0"F-3BP-4AB-1P-4F-5BP-4AB-1P-4ROOF DRAIN
INV.OUT = 10'-5"GREASE TRAPSEWER SLEEVESEWERSLEEVE
OIL/WATERSEPERATOR SEWERSLEEVEGREASE TRAPSEWER SLEEVEF-3.5x7BP-2AB-1P-2TOP OF SHELFELEV. = 16'-8"1'-4"6'-4"8"1'-0"BP-3FAB-2TOP OF INTERIOR HOTELFOOTING ELEV. = 13'-4"SHADED AREAS ONLYTOP OF INT. REST.FTG. ELEV. = 14'-4"SHADED AREA ONLYT. INT. REST. FTG.ELEV. = 14'-4"SHADED AREA ONLYF-4BP-1AB-33S2.012S2.06F-4BP-2AB-1P-2F-3.25x6BP-2AB-1P-2F-3.25x6BP-2AB-1P-2F-3.25x6BP-2AB-1P-2F-3.25x6BP-2AB-1P-2F-4BP-2AB-1P-2F-4BP-2AB-1P-26'-3"F-3.5x7BP-2AB-1P-2F-3.5x7BP-2FAB-2P-2F-3.5x7BP-2FAB-2P-2F-3.5x7BP-2AB-1P-2F-3.5x7BP-2AB-1P-2F-3.5x7BP-2AB-1P-2F-3.5x7BP-2AB-1P-2F-4BP-3AB-1P-5TOP OF SHELFELEV. = 18'-4"4"9S2.02TOP OF FOOTINGELEV. = 12'-6"TOP OF FDN. WALLELEV. = 18'-4"TOP OF FDN. WALLELEV. = 17'-8"WALL STEPTOP OF FDN. WALLELEV. = 17'-0"WALL STEPTOP OF FDN. WALLELEV. = 17'-8"4'-8"WALL STEPTOP OF FDN. WALLELEV. = 17'-0"TOP OF FOOTINGELEV. = 12'-6"TOP OF FDN. WALLELEV. = 16'-4"12'-8"8'-0"TOP OF INTERIOR RETAILFOOTING ELEV. =19'-6"2"
TOP OF SHELF
ELEV. = 14'-0"24'-8"CONCRETE RAMP18'-6"
8"
5'-4"8"TOP OF FDN. WALLELEV. = 15'-4"PAVERCONCRETEPAVERCONCRETEPAVERCONC.8'-11"40'-9"24'-0"TOP OF SUBBASE 16'-0"FUTURE SLAB 16'-4"11S2.0514S2.03FUTURESLAB STEPTOP OF SHELFELEV. = 18-0"4'-0"12S2.0610S2.0613S2.061'-0"30S2.063"25'-8"
EP-23
2'-4"F-3BP-3AB-1P-72'-0"
3'-4"TOW = 16'-8"4"4"SIM.TOP OF FOOTINGELEV. = 12'-0"F-5BP-3AB-11'-4"(4) #5 BARS EACH WAY4'-0"x4'-0"x1'-0"SIZE (WxLxD)REINFORCINGTYPEF-4 SPREAD FOOTING SCHEDULE(5) #6 BARS EACH WAY5'-0"x5'-0"x1'-6"F-5(6) #7 BARS EACH WAY6'-0"x6'-0"x1'-6"F-6NOTE: SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITH SPECIFIED NUMBER OFBARS RUNNING EACH WAY. LOCATE REINFORCING BARS WITH 3" CLEAR COVER FROMBOTTOM OF FOOTING. FOOTING CAPACITY IS BASED ON ALLOWABLE SOIL BEARINGCAPACITY OF 4,000 PSF.(3) #5 BARS EACH WAY3'-0"x3'-0"x1'-0"F-3(8) #8 BARS EACH WAY8'-0"x8'-0"x1'-10"F-83'-0"x4'-0"x1'-0"F-3x43'-3"x6'-0"x1'-6"F-3.25x6(7) #7 BARS EACH WAY7'-0"x7'-0"x1'-6"F-7(4) #6 BARS LONG WAY, EVEN SPACING(5) #5 BARS SHORT WAY, EVEN SPACING3'-3"x8'-0"x1'-6"F-3.25x8(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACING3'-6"x7'-0"x1'-6"F-3.5x7(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACING(3) #5 BARS LONG WAY, EVEN SPACING(4) #5 BARS SHORT WAY, EVEN SPACING3'-9"x8'-0"x1'-6"F-3.75x8(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACING4
S2.03
16S2.063S2.032S2.03CONCRETE RAMP DOWN14'-0"16'-0"1'-0"19'-8"7'-8"2'-0"3'-4"2'-0"
5'-4"8"8"14'-0"16'-2"UPTOP OF FOUNDATIONWALL ELEV. = 16'-8"TOP OF FOOTINGELEV. = 12'-10"WALL STEPFOOTING STEPTOP OF SHELFELEV. = 16'-8"TOP OF FOUNDATIONWALL ELEV. = 22'-5 3/4"TOP OF FOOTINGELEV. = 13'-4"TOP OF SHELFELEV. = 18'-0"H-PILE TIMBER FORMF-6BP-1AB-1F-3BP-3AB-1P-712S2.03TOP OF FOUNDATIONWALL TO FOLLOWSLOPE OF RAMPTOW ELEV. = 16'-2"TOW ELEV. = 16'-2"FOOTINGSTEP1'-0"4"6"15S2.034'-0"4'-0"2'-4"HS1.01HOTELFOUNDATIONPLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Wednesday, September 26, 2018 9:45:06 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
.
.
.
.
08-09-18 REV'D FTG. I-13.9 TO F-5 TYPE AND FTG'S.
ON LINE 4 FROM N THRU U TO BE F6 TYPE
09-26-18 CLARIFIED COLUMN LINE DIMENSIONS
.13/32" = 1'-0"HOTEL FOUNDATION PLANNPLANSEE 1/RS1.01SEE 1/RS1.01 - SEE 1S0.01SEE 1/S0.01KEY PLAN23'-10"
0'-8"
1'-4"1'-4"26'-8"8"8"8"5'-4"8"4'-8"8"8"5'-4"8"10'-10"7'-6"2'-3"12'-0"3'-1"8"23'-3"27'-2"
6'-0"9'-1"
8"
61'-2"
1'-8"7'-10"24'-4"17'-8"7'-6"
8"
8"4'-2"8"8'-4"5S2.0630'-11"1S2.027'-4"8"6"19S2.0618'-4"4'-8"19'-8"8"7'-6"8"7'-6"8"8"8"7'-0"2'-0"18'-10"2"2'-0"
1'-8"17S2.068
S2.01
7S2.014S2.067S2.017S2.012S2.025S2.011S2.021S2.0227'-8"
17'-3"8"8'-0" (CMU)8"12'-0"8"8"8"5"20S2.064'-0"
4'-0"2'-8"8"21S2.0622S2.068"23S2.0624S2.061S2.021S2.05
3S2.0510'-10"2S2.056S2.044S2.058S2.05 4S2.0513
S2.01
12
S2.01
14
S2.01
16
S2.01 15S2.0110
S2.01 9S2.0111S2.0124'-4"7S2.0617
S2.0115'-2"14'-0"RAMP SLOPE 1" PER 1'-0"TOP OF SLAB 15'-4"F-6BP-1AB-1TOP OF PAVERS 14'-0"TOP OF FOUNDATIONWALL ELEV. = 20'-8"FOOTING STEPWALL STEPTOP OF FOUNDATIONWALL ELEV. = 22'-5 3/4"TOP OF FOOTINGELEV. = 13'-4"TOP OF FOUNDATIONWALL ELEV. = 14'-4"TOP OF FOOTINGELEV. = 10'-6"TOP OF FOOTINGELEV. = 13'-4"TOP OF FOUNDATIONWALL ELEV. = 16'-8"WALL STEPTOP OF FOUNDATIONWALL ELEV. = 20'-8"TOP OF FOOTINGELEV. = 13'-4"WALLSTEPSTOP OF FDN.WALL = 15'-4"FOOTING STEPTOP OF FTG.ELEV. = 13'-4"TOP OF FDN. WALLELEV.= 15'-4"TOP OF FOOTINGELEV. = 13'-4"SUBBASE PREPARED FOR "FUTURE"4" THICK 3000 PSI, CONCRETE SLAB ONGRADE W/ FIBERMESH OVER15 MIL. POLYETHYLENE VAPOR RETARDER4" THICK 3000 PSI, CONCRETE SLABON GRADE W/ FIBERMESH OVER15 MIL. POLYETHYLENE VAPORRETARDER OVER SLAB SUBBASETOP OF INTERIOR HOTELFOOTING ELEV. = 14'-6"TOP OF FDN. WALL ELEV. = 15'-4"TOP OF FOOTING ELEV. = 10'-6"TOP OF FDN. WALLELEV. = 15'-4"TOP OF FDN. WALLELEV. = 14'-4"TOP OF FOOTINGELEV. = 10'-4"2" FOOTING STEPTOP OF PIERELEV. = 14'-0"TOP OF FOOTINGELEV. = 10'-6"F-6BP-1AB-1TOP OF INTERIOR GARAGEFOOTING ELEV. = 13'-2"TOP OF FDN. WALL ELEV. = 16'-4"TOP OF SHELF ELEV. = 15'-8"TOP OF FOOTING ELEV. = 10'-6"TOP OF FOUNDATIONWALL ELEV. = 14'-4"TOP OF FOOTINGELEV. = 10'-6"7'-6"WALL STEPSFUTURE 16.3314.017'-0"TOP OF FOUNDATIONWALL ELEV. = 16'-4"TOP OF FOOTINGELEV. = 10'-6"FOOTING STEPTOP OF FOOTINGELEV. = 13'-4"9S2.05TOP OF FOUNDATIONWALL ELEV. = 16'-4"11S2.066S2.061'-8"5'-0"TOP OF ELEVATOR WALLELEV. = 14'-8"TOP OF ELEVATORFOOTING ELEV. = 10'-4"W8x10 SET ON ELEV. PITWALL, ATTACH WITH(2) 4" EWS AT EACH ENDSUMP PIT LOCATIONAND SIZE TO BEVERIFIED WITHELEVATORCONTRACTOR9S2.068"TOP OF SHELF ELEV. = 14'-0"TOP OF SHELF ELEV. = 14'-4"2"GREASE TRAPSEWER SLEEVEOIL/WATERSEPERATOR SEWERSLEEVEF-6BP-6AB-1P-1F-3BP-3AB-1P-7F-6BP-1AB-1P-1F-7BP-5-1.5AB-1P-1F-5BP-5-1.5AB-1P-1F-3.25x8BP-1AB-1P-1AF-3.75x8BP-1AB-1P-1AF-3.5x7BP-6AB-1P-1F-7BP-1FAB-2P-1F-7BP-5F2AB-2P-1F-7BP-5F2AB-2P-1BF-5BP-7FAB-2P-3TOP OF FDN. WALLELEV. = 15'-4"TOP OF FOOTINGELEV. = 10'-6"2" FOOTING STEPTOP OF FDN. WALLELEV. = 14'-4"6'-4"8"1'-0"20'-8"2"BP-3FAB-2P-3AF-4BP-1AB-18"
17'-3"TOP OF PAVERS 14'-0"PAVERS 8"14.0CONCRETEPAVERCONC.PAVERCONCRETE PAVER TOP OF SUBBASE 16'-0"FUTURE SLAB 16'-4"5" THICK 3000 PSI, CONCRETE SLAB WITH6x6/W2.9xW2.9 WWM OVER 1" PAVEMENTBINDER COURSE. SUBBASE TO BEPREPARED PER GEOTECH REPORT.TOP OF SLAB 14'-0"40'-9"24'-0"8'-11"1'-4"1'-11"8"18'-11"5"TOP OF FOUNDATIONWALL ELEV. = 16'-4"GREASE TRAPSEWER SLEEVEWALL STEP5S2.0514.020.33FUTURE 16.33FUTUREF-6BP-1AB-120'-2"6S2.05F-5BP-3AB-1CMU WALL STAIRENCLOSUREUPTO ELEV. 32'-0"8"10"8"1'-4"4"1'-4"10"
1'-1"
1'-4"8"3'-4"7'-4"5'-4"7'-4"3'-10"F-4BP-4AB-1P-18'-10"SEWER SLEEVE(4) #5 BARS EACH WAY4'-0"x4'-0"x1'-0"SIZE (WxLxD)REINFORCINGTYPEF-4 SPREAD FOOTING SCHEDULE(5) #6 BARS EACH WAY5'-0"x5'-0"x1'-6"F-5(6) #7 BARS EACH WAY6'-0"x6'-0"x1'-6"F-6NOTE: SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITH SPECIFIED NUMBER OFBARS RUNNING EACH WAY. LOCATE REINFORCING BARS WITH 3" CLEAR COVER FROMBOTTOM OF FOOTING. FOOTING CAPACITY IS BASED ON ALLOWABLE SOIL BEARINGCAPACITY OF 4,000 PSF.(3) #5 BARS EACH WAY3'-0"x3'-0"x1'-0"F-3(8) #8 BARS EACH WAY8'-0"x8'-0"x1'-10"F-83'-0"x4'-0"x1'-0"F-3x43'-3"x6'-0"x1'-6"F-3.25x6(7) #7 BARS EACH WAY7'-0"x7'-0"x1'-6"F-7(4) #6 BARS LONG WAY, EVEN SPACING(5) #5 BARS SHORT WAY, EVEN SPACING3'-3"x8'-0"x1'-6"F-3.25x8(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACING3'-6"x7'-0"x1'-6"F-3.5x7(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACING(3) #5 BARS LONG WAY, EVEN SPACING(4) #5 BARS SHORT WAY, EVEN SPACING3'-9"x8'-0"x1'-6"F-3.75x8(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACINGHS1.02ENLARGED HOTELFOUNDATIONPLANKKJJDThursday, August 9, 2018 2:38:32 PM c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
.
.
.
.
08-09-18 REVISED FOOTING I-13.9 TO F-5 TYPE
.
.
.13/16" = 1'-0"ENLARGED HOTEL FOUNDATION PLANNPLAN
N
1
A B E F G H I J K.7 MA.5 B.7 D.3 K O
P
Q Q.5P.3 R S T U V
2
3
4
6
8
9
1011
12
13
14
15
16
1
4
7
K.6J.6 WO.7
Q.1
R.6LM.1
N.3
N.4
Q.7
T.9 U.2
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"4'-8"12'-8"12'-8"3'-8"
1'-4"
3'-4"
1'-0"
11'-8"
1'-8"
7'-4"9'-0"3'-8"12'-8"
1'-8"
4'-8"4'-4"7'-0"5'-8"12'-8"12'-8"9'-8"3'-4"4'-0"8'-8"
2'-0"
4'-4"11'-4"
1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"6'-0"6'-8"20'-8"25'-4"3'-0"12'-8"12'-8"12'-8"12'-8"
3'-0"
2
14'-8"C.6
6'-10"312" EOD32.0W21x44[40](C=3/4")W21x44[40](C=3/4")W18x35[16](C=3/4")W10x12[8]W18x35[16](C=3/4")W18x35[16](C=3/4")W14x26[16](C=3/4")BRACEDFRAME #8W18x35[16](C=3/4")W18x35[16](C=3/4")W18x35[16](C=3/4")W18x35[16](C=3/4")W18x35[16](C=3/4")W24x62[53](C=3/4")W21x44[40](C=3/4")W12x19[12] W12x19W10x12W8x10 &C2
C1
C2C2C2C2C2C2C2C2C1C3
C1C3
C3C1C2
C2 C1
C2 C1C1
C2
C1 C1 C1 C2 C3 C3 C2
C2 UP
C2 C2 C2 C1
C2C2C2C2C2C2C2C2 C1
C2 C1
C2C2C2C2C2C2
C4
C1
C2
C3
C1 C2 C2
C2
C2
C2
C2C2
C3
C2
C1
C2
C2 C2 C2 C2 C2 C2 C2
C2
W8x10W8x10W21x44[15]W24x55[13]
OFFSET IN 1"
W18x35[18] W8x10
W18x35[18]
W18x35[18]
W24x76[46]W21x44[16]
W21x44[16]
W21x44[12]
W21x44[16]
(C=3/4")
W21x44[10]
C1 W12x14[8]W12x14[8]W14x26W12x14[5]HSS10x2x1/4
W14x22[6]
W14x22
W12x14
W14x26
BRACED
FRAME #7
W14x26
BRACED
FRAME #7W12x14W12x14W12x14[8]W18x35[8]W12x14[8]W12x14[8]W12x14[8]W12x14[8]W12x14[8]W14x22[10]W14x22[10]W14x22[10]W14x22[10]W14x22[10]W14x22[10]W14x26BRACED FRAME #6W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W16x26[10]W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x30[28](C=3/4")W12x14[8]W12x14[8]W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10]W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x30[28](C=3/4")W10x12[5]W10x12[5]W14x30[20]
(C=3/4")
W14x22[10] W14x22[10] W14x30[26]
(C=3/4")
W14x22[10] W14x22[10] W14x30[28]
(C=3/4")
W14x22[10]
W14x22[16]W14x22[13]W14x22[12]W14x22[10]W14x22[12]W14x22
OFFSET IN 1"
W21x83 (C=3/4")W21x44[40](C=3/4")W18x40[32]W8x10W8x10W8x10W8x10
W8x10
W8x10
W8x10 W21x44[12]W18x35[11]W10x12[11]W12x16 W10x12
W8x10
W8x10
(2) L4x4x1/2" ANGLES BACK TO BACK,
BOTTOM OF ANGLE ELEV. = 131'-4 3/4"
CMU STAIR SHAFT
UP TO ELEV. 31'-4"W10x22W21x44[40]
(C=3/4")
W18x35[18]W8x10[9]W8x10 STUBSWELD PERIMETERW8x10
W18x35[18]
W18x35[18]W12x14
W8x10W14x26[12]BRACED FRAME#5212" EODHOTEL SLABGARAGE SLAB212" EODHOTEL SLABGARAGE SLAB212"
EOD
212"
EOD
212" EODHOTEL SLABGARAGE SLAB1" EOD1012"
EOD
312" EOD
1'-0"5"6'-8"212" EOD
212" EOD
HOTEL SLAB GARAGE SLAB312"EOD312" EOD 8'-3" EOD
(2) L5x5x3/8" ANGLES BACK TO BACK,
BOTTOM OF ANGLE ELEV. = 131'-4 3/4"CMU ELEVATORSHAFT UP TO ROOF9'-3"9'-4"6'-3"8'-9"5'-9"1" EOD CMU STAIR SHAFTUP TO ELEV. 31'-4"212"EOD12'-3" EOD312"
EOD
312"
EOD312"EODTOP OF STEEL
ELEV. 31'-4 3/4"TOP OF SLAB 32'-0"CMU WALL UP TO ELEV.31'-4" FOR LAUNDRYEQUIPMENT ISOLATION4"C1W10x12W8x10 W10x12
W10x12
W8x102"
EOD
5'-9"
2"
EOD
4'-10"2" EOD2"EODW24x62[49](C=3/4")W8x10
W8x106'-9"
1'-0" EXT.
FRAME W24
OVER COLUMN
FRAME W24
OVER COLUMN
SEE 7/S4.02
1'-0" EXT.FRAME W21
OVER COLUMN 1'-0" EXT.
1'-0"
EXT.
1'-0"
EXT.
FRAME W21
OVER COLUMN
W21x44[11]
1'-0"
EXT.
FRAME W21 OVER COLUMN
W14x26[12]C2 W8x10W8x10C2W8x10W8x10C2W8x10W8x10C2W8x10C3W8x10W8x10C1W10x12[8]W10x12[8] &W8x10W8x10C2
W8x10W8x10C2 312" EODC1
W14x26
BRACED
FRAME #7
W14x26
BRACED
FRAME #7
W8x10[9]W14x30[20]
(C=3/4")
C3
12'-8"4'-8"
W12x16[10]7'-4"W8x18
2 1/2"
EOD
212"EOD9'-1"4'-3"8"8"37
S4.03
37.1
S4.03
35
S4.03
22
S4.02
23
S4.02
5
S4.02
2
S4.02
7
S4.02
3
S4.02
2
S4.03
2
S4.02
17
S4.02
8
S4.02
9
S4.025
S4.02
24.1
S4.02
15
S4.02
15
S4.02
8
S4.02
3
S4.02
17
S4.02
2
S4.02
15
S4.02
10
S4.02
14'-11"
9"12'-11"9"HSS6x6x1/4
(-54 1/4")HSS6x6x1/4(-54 1/4")HSS4x4x1/4"
POST
W10x22 W16x3110"18'-8"5'-10"1'-11"
312"
EOD
W10x22DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
HOTELLEVEL 3
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 10:47:12 AMWashington StreetSalem, Massachusetts...3 3/32" = 1'-0"
HOTEL LEVEL 3 FRAMING PLAN
SEE 3/RS3.03 SEE 3/RS3.03 - SEE 3GS3.03 SEE 3/GS3.03
KEY PLAN
C3
C4
N
1
A B E F G H I J K.7 MA.5 B.7 D.3 K O
P
Q Q.5P.3 R S T U V
2
3
4
6
8
9
1011
12
13
14
15
16
1
4
7
K.6J.6 WO.7
Q.1
R.6LM.1
N.3
N.4
Q.7
T.9 U.2
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"4'-8"12'-8"12'-8"3'-8"
1'-4"
3'-4"
1'-0"
11'-8"
1'-8"
7'-4"9'-0"3'-8"12'-8"
1'-8"
4'-8"4'-4"7'-0"5'-8"12'-8"12'-8"9'-8"3'-4"4'-0"8'-8"
2'-0"
4'-4"11'-4"
1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"6'-0"6'-8"20'-8"25'-4"3'-0"12'-8"12'-8"12'-8"12'-8"
3'-0"
2
14'-8"C.6
6'-10"
44.0 W21x44[16]W21x44[16]W21x44[16]BRACEDFRAME #9W21x44[16]W21x44[16]W21x44[16]W21x44[16]W21x44[16]W21x44[16]C2C2C2C2C2C2C2C2C2
C3 C2 C2 C2 C2
C2C2C2C2C2C2C2C2 C1
C2 C1C2C2C2C2C2C2
C4
C1
C3
C2
C4
C2
C2 C2 C2 C2 C2 C2 C2 C2
W8x10[5]W8x10[5]W21x44[61](C=3/4")W12x16[9]W16x26[12]W14x26[12]W16x26[15]
W14x22
W16x26[9]W12x16[9]W16x26[9]W12x16[9]W12x16[9]W12x16[9]W12x16[9]W12x16[9]W16x31[12]W16x31[12]W16x31[12]W16x31[12]W16x31[12]W16x31[12]W14x26[12]BRACED FRAME #6W21x44 W16x26 W16x26 W18x35 W16x26 W16x26 W18x35 W16x26
W16x31[26]W16x31[25]W18x35[10]W16x26[12]W14x22[9]W16x26[9]W8x10(2) L4x4x1/2" ANGLES BACK
TO BACK, BOTTOM OF
ANGLE ELEV. = 43'-6 1/2"HSS10x2x1/4W18x35[12]312" EODHOTEL SLABGARAGEROOF312" EODHOTELSLABGARAGEROOF3" EOD9"
EOD
312"
EOD
6'-11" 212" EOD212" EOD
212" EOD
HOTEL SLAB312"EOD312" EOD10'-912"
312" EOD 8'-3" EOD(2) L4x4x1/2" ANGLES BACK TO BACK,BOTTOM OF ANGLE ELEV. = 43'-6 1/2"(2) L5x5x3/8" ANGLES BACK TO BACK,
BOTTOM OF ANGLE ELEV. = 131'-4 3/4"CMU ELEVATORSHAFT UP TO ROOF12'-8"4'-8"9'-3"9'-4"6'-3"8'-9"5'-9"1" EOD
2"EOD8'-9" EOD312"
EOD
312" EOD212"EODW16x26[19]
C2
W21x55[23]2"EODC2
H1
H2
H2
H1H2H2H1H1H1
H1
H1
H1
H1
H1
H1
H2
212" EOD2x6 INTERIOR BEARING WALLS AT12" O.C. AT THIS LEVEL WITH 7/16" OSBSHEATHING SHEATHING, FASTEN WITH8d NAILS 6" O.C. ALL SUPPORTSH2
H2
H2 H2
H2
H2
H1
H2
H?
H2
H2
H3
H3
H2
TOP OF STEEL
ELEV. 43'-6 1/2"TOP OF SLAB 44'-0"
W12x16[8] W8x10
W12x14[9]W8x10
W8x10
W8x102"
EOD
5'-9"
2"
EOD
4'-10"2" EOD2"EODW18x35[13]W18x35[11]
C2W8x10[5]W8x10[5]C2 W8x10[5] W8x10[5]
C2 W8x10[5] W8x10[5]
C2 W8x10[5]
101'-8"
8"4"
SHADED DASHED LINE INDICATES
MASONRY RELIEVING ANGLE
4" EOD4" EODL5x5x3/8 POUR STOP
W14x26[5]
BRACED
FRAME #7
W14x26[5]
BRACED
FRAME #7
W14x26[5]
BRACED
FRAME #7
W14x26[5]
BRACED
FRAME #7
H1
H1
2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
P1
P1
P1
P1
P1
P1
P1
P1P1P1
P1 P1P1
P1
P1
P1 P1
P1 P1
P1 P1
H2
H2
H2
H2H2
(2) L4x4x1/2" ANGLES BACKTO BACK, BOTTOM OFANGLE ELEV. = 43'-6 1/2"P1
2x6 EXTERIOR
BEARING WALLS AT
16" O.C., TYPICAL
P1
W12x16[10]7'-4"W8x18
14'-6" GALV. W5x163'-5"
CANTILEVER
3'-1"P1 P1
TOP OF BEAM(S)
ELEV. = 43'-5"
EXTERIOR DECK
40
S4.03
38
S4.03
36
S4.03
33
S4.03
24
S4.02
28.1
S4.02
27
S4.02
44
S4.03
27
S4.02
8
S4.02
30
S4.02
31
S4.02
32
S4.02
21
S4.02
21
S4.02
28
S4.02
32
S4.02
42
HSS4x4x1/4"
POST
P1
18K9 @ 6'-0" O.C.
TOP OF ROOF STEEL
ELEV. 43'-6 1/2"
20 GA.20 GA.
16 GA.
GARAGE
ROOF
16 GA.
16 GA. 20 GA.20 GA.
16 GA.
20K9 @ 6'-0" O.C.
ROOF DECK = PRIMED WIDE RIB, TYPE B , 1 1/2" DEEP MIN. 3-SPAN CONDITION. U.N.O. FASTEN TO
SUPPORTING STEEL USING 5/8" PUDDLE WELDS IN 36/4 PATTERN. USE ONE (1) SIDELAP FASTENER PER SPAN
MINIMUM (#10 TEK SCREW). FASTEN PERIMETER EDGE TO STEEL USING 5/8" PUDDLE WELDS @ 12" O.C.
3'-4"4'-0"4'-0"4'-8"6'-0"
10'-0"10'-0"18K718K718K720K920K920K9HORIZONTAL BRIDGING PER SJI
RECOMMENDATIONS (TYP.)
3'-4"4'-0"4'-0"
5'-4"W16x31312" EOD1'-11"
312"
EOD212"EOD2x6 CORRIIDOR WALLS AT 16" O.C.WITH 7/16" OSB SHEATHINGSHEATHING, FASTEN WITH 8dNAILS 6" O.C. ALL SUPPORTS18K78"20K98"
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
DESIGNATIONMARK
H2 5 1/4x9 1/2" LVL
H3 5-1/4" x 11-7/8" LVL
HEADER SCHEDULE
DESIGNATIONMARK
P2
P3
P4
POST SCHEDULE
H1 (3) 2x8
P1 (3) 2x6
(2) 2x6 JACK + (1) 2X6 KING STUD
(2) 2x6 JACK + (1) 2X6 KING STUD
(1) 2x6 JACK + (1) 2X6 KING STUD
JAMBS
5 1/4"x5 1/4" PSL
H4 5-1/4" x 14" LVL (3) 2x6 JACK + (1) 2X6 KING STUD
NOTE:
ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLS
WITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).
HOTELLEVEL 4
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 10:53:59 AMWashington StreetSalem, Massachusetts09-25-18..4 3/32" = 1'-0"
HOTEL LEVEL 4 FRAMING PLAN
SEE 4/RS3.04 SEE 4/RS3.04 - SEE 4GS3.04 SEE 4/GS3.04
KEY PLAN
C2
N
1
A B E F G H I J MA.5 B.7 D.3 K O
P
Q R S T U V
2
3
4
6
8
9
1011
12
13
14
16
1
4
7
K.6J.6 L U.2
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"4'-8"12'-8"12'-8"12'-8"12'-8"12'-8"9'-8"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"6'-0"6'-8"20'-8"3'-0"12'-8"12'-8"12'-8"12'-8"
2
14'-8"C.6
6'-10"
54.0
2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 CORRIIDOR WALLS AT 16" O.C.WITH 7/16" OSB SHEATHINGSHEATHING, FASTEN WITH 8dNAILS 6" O.C. ALL SUPPORTSW16x31HSS4x4x1/4"
POST
W8x18
(2) L5x5x3/8" ANGLES BACK TO BACK,
BOTTOM OF ANGLE ELEV. = 53'-6 1/2"
L5x5x3/8 POUR STOP
(2) L4x4x1/2" ANGLES BACK TO
BACK, BOTTOM OF ANGLE
ELEV. = 53'-6 1/2"3" EOD9"
EOD
312"
EOD
6'-11"312"EOD312"EOD10'-1012"
312" EOD 8'-3" EOD
CMU ELEVATORSHAFT UP TO ROOF12'-8"4'-8"9'-3"9'-4"6'-2"8'-10"5'-7"3" EOD
2"EOD8'-9" EOD312"
EOD
312" EOD212"EOD2"EOD(2) L4x4x1/2" ANGLES BACK TO BACK,BOTTOM OF ANGLE ELEV. = 53'-6 1/2"H2
H2
H1
H1H1H1H1H1H1
H1
H1
H1
H1
H1
H1
H1 212"EODH1H1H1H1H1H1H1H1H1
H1H1
H1
H1
H4
H1H1H1H1H1H1H1H1H1H1H1H1312"EOD312"EOD212"
EOD
H2
H1
H1
H1
H1 H1
H1
H4H1H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1 H1
TOP OF WALL
ELEV. 53'-6 1/2"TOP OF SLAB 54'-0"
H1
" EOD312" EOD
1'-11"
312"
EOD 2x6 INTERIOR BEARING WALLS AT16" O.C. AT THIS LEVEL WITH 7/16" OSBSHEATHING SHEATHING, FASTEN WITH8d NAILS 6" O.C. ALL SUPPORTS2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 INTERIOR BEARING WALLS AT16" O.C. AT THIS LEVEL WITH 7/16" OSBSHEATHING SHEATHING, FASTEN WITH8d NAILS 6" O.C. ALL SUPPORTS39.1
S4.03
36
S4.03
33
S4.03
27
S4.02
29
S4.0227
S4.02
44
S4.03
27
S4.02
50
S4 03
21
S4.02
21
S4.02
28
S4.02
27
S4.02
27
S4.02
21
S4.02
50
S4.0350
S4.03
33
S4.03
28
S4.02
38.1
S4.03
49
S4 03
P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1 P1
P1P1
P1P1 P1
P1 P1
P1 P1
P1 P1
P1 P1
P2P2
P2
P2
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
DESIGNATIONMARK
H2 5 1/4x9 1/2" LVL
H3 5-1/4" x 11-7/8" LVL
HEADER SCHEDULE
DESIGNATIONMARK
P2
P3
P4
POST SCHEDULE
H1 (3) 2x8
P1 (3) 2x6
(2) 2x6 JACK + (1) 2X6 KING STUD
(2) 2x6 JACK + (1) 2X6 KING STUD
(1) 2x6 JACK + (1) 2X6 KING STUD
JAMBS
5 1/4"x5 1/4" PSL
H4 5-1/4" x 14" LVL (3) 2x6 JACK + (1) 2X6 KING STUD
NOTE:
ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLS
WITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).
HOTELLEVEL 5
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 11:00:20 AMWashington StreetSalem, Massachusetts09-25-18..5 3/32" = 1'-0"
HOTEL LEVEL 5 FRAMING PLAN
SEE 5/RS3.05 SEE 5/RS3.05
KEY PLAN
N
1
A B E F G H I J MA.5 B.7 D.3 K O
P
Q R S T U V
2
3
4
6
8
9
1011
12
13
14
16
1
4
7
K.6J.6 L U.2
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"4'-8"12'-8"12'-8"12'-8"12'-8"12'-8"9'-8"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"6'-0"6'-8"20'-8"3'-0"12'-8"12'-8"12'-8"12'-8"
2
14'-8"C.6
6'-10"
64.0
2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 CORRIIDOR WALLS AT 16" O.C.WITH 7/16" OSB SHEATHINGSHEATHING, FASTEN WITH 8dNAILS 6" O.C. ALL SUPPORTS2x6 INTERIOR BEARING WALLS AT16" O.C. AT THIS LEVEL WITH 7/16" OSBSHEATHING SHEATHING, FASTEN WITH8d NAILS 6" O.C. ALL SUPPORTS2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 INTERIOR BEARING WALLS AT16" O.C. AT THIS LEVEL WITH 7/16" OSBSHEATHING SHEATHING, FASTEN WITH8d NAILS 6" O.C. ALL SUPPORTSHSS4x4x1/4"
POST
W8x18
L5x5x3/8 POUR STOP
TOP OF WALL
ELEV. 63'-6 1/2"TOP OF SLAB 64'-0"
(2) L4x4x1/2" ANGLES BACK TO
BACK, BOTTOM OF ANGLE
ELEV. = 63'-6 1/2"3" EOD9"
EOD
312"
EOD
6'-11"312"EOD312"EOD312"EOD10'-1012"
312" EOD 8'-3" EOD
CMU ELEVATORSHAFT UP TO ROOF12'-8"4'-8"9'-3"9'-4"6'-2"8'-10"5'-7"3" EOD
2"EOD8'-9" EOD312"
EOD
312" EOD212" EOD2"EOD(2) L4x4x1/2" ANGLES BACK TO BACK,BOTTOM OF ANGLE ELEV. = 63'-6 1/2"H1
H2
H1
H1H1H1H1H1H1
H1
H1
H1
H1
H1
H1
H1 212"EODH1H1H1H1H1H1H1H1H1
H1H1
H1
H1
H4
H1H1H1H1H1H1H1H1H1H1H1312"EOD312"EOD212"
EOD
H2
H1
H1
H1
H1 H1
H1
H4H1H1
H1
H1
H1
H1
H1
H1
(2) L5x5x3/8" ANGLES BACK TO BACK,
BOTTOM OF ANGLE ELEV. = 63'-6 1/2"
H1 H1
H1
H1
H1
W16x31212" EOD1'-11"
312"
EOD
EOD312"
EOD
39.1
S4.03
36
S4.03
33
S4.03
27
S4.02
29
S4.0227
S4.02
44
S4.03
27
S4.02
50
S4 03
21
S4.02
21
S4.02
28
S4.02
27
S4.02
27
S4.02
21
S4.02
50
S4.0350
S4.03
33
S4.03
28
S4.02
38.1
S4.03
49
S4 03
P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1 P1
P1P1
P1P1 P1
P1 P1
P1 P1
P1 P1
P1 P1
P2P2
P2
P2
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
DESIGNATIONMARK
H2 5 1/4x9 1/2" LVL
H3 5-1/4" x 11-7/8" LVL
HEADER SCHEDULE
DESIGNATIONMARK
P2
P3
P4
POST SCHEDULE
H1 (3) 2x8
P1 (3) 2x6
(2) 2x6 JACK + (1) 2X6 KING STUD
(2) 2x6 JACK + (1) 2X6 KING STUD
(1) 2x6 JACK + (1) 2X6 KING STUD
JAMBS
5 1/4"x5 1/4" PSL
H4 5-1/4" x 14" LVL (3) 2x6 JACK + (1) 2X6 KING STUD
NOTE:
ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLS
WITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).
HOTELLEVEL 6
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 11:00:52 AMWashington StreetSalem, Massachusetts09-25-18..6 3/32" = 1'-0"
HOTEL LEVEL 6 FRAMING PLAN
SEE 6/RS3.06 SEE 6/RS3.06
KEY PLAN
N
1
A B E F G H I J MA.5 B.7 D.3 K O
P
Q R S T U V
2
3
4
6
8
9
1011
12
13
14
16
1
4
7
K.6J.6 L U.2
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"4'-8"12'-8"12'-8"12'-8"12'-8"12'-8"9'-8"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"6'-0"6'-8"20'-8"3'-0"12'-8"12'-8"12'-8"12'-8"
2
14'-8"C.6
6'-10"
TOP OF WALL
ELEV. 74'-7 3/4"
UNLESS NOTED
OTHERWISE
312"
EOD312"EOD312"EOD212"EOD10'-912"L4x4x5/16" ANGLE BOLTED TO CMUWALL TO SUPPORT FLOOR DECKCMU ELEVATORSHAFT ABOVE ROOF12'-8"4'-8"9'-3"9'-4"6'-2"8'-10"312"
EOD
312" EOD212"EOD(2) L4x4x1/2" ANGLES BACK TOBACK, BOTTOM OF ANGLE ELEV.= BOTTOM OF ROOF DECKH1
H1H1H1H1H1H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
212" EODH1H1H1H1H1H1H1H1H1
H1H1
H1
H1
H3
H1H1H1H1H1H1H1H1H1H1H1312"EOD312"EOD212"
EOD
H1
H1
H1
H1 H1
H1
H3H1H1
H1
H1
H1
H1
H1
ROOF DECK = GALV. WIDE RIB, TYPE 3N18 GA.,
3" DEEP MIN.
ROOF DECK = GALV. WIDE RIB, TYPE 3N18 GA.,
3" DEEP MIN.
(2) L4x4x1/2" ANGLES BACK
TO BACK, BOTTOM OF ANGLE
BOTTOM OF ANGLE ELEV. =
BOTTOM OF ROOF DECK
75.0
SLOPE TOP OF WALLS DOWN1/4" PER 12" DOWN TO LINE "4"(-8 1/4")
(-6 3/4")
(-8 1/4")
(-6 3/4")SLOPE TOP OF WALLSDOWN TO LINE "4"(-8 1/4")
(-6 3/4")
(-8 1/4")
(-6 3/4")
(-8 1/4")
(-6 3/4")
(-8 1/4")
(-6 3/4")
LOW TOP PLATE WALL ELEVATION
SLOPED TOP PLATE WALL FRAMING
TOP OF WALL FRAMING AS FOLLOWS:
HIGH TOP PLATE WALL ELEVATION
(-8 1/4")
(-6 3/4")
(-8 1/4")
(-6 3/4")(-8 1/4")(-6 3/4")(-6 3/4")(-6 3/4")(-8 1/4")SLOPE TOP OF WALLS DOWN1/4" PER 12" DOWN TO LINE "4"SLOPE TOP OF WALLSDOWN TO LINE "4"SLOPE TOP OF WALLS DOWN1/4" PER 12" DOWN TO LINE "4"SLOPE TOP OF WALLSDOWN TO LINE "4"SLOPE TOP OF WALLS
DOWN TO LINE "E"
SLOPE TOP OF WALLS
DOWN TO LINE "E"
SLOPE TOP OF WALLS DOWN
1/4" PER 12" DOWN TO LINE "E"
SLOPE TOP OF WALLS
DOWN 1/4" PER 12"
DOWN TO LINE "E"
SLOPE TOP OF WALLS
DOWN TO LINE "E"
SLOPE TOP OF WALLS
DOWN TO LINE "E"
SLOPE TOP OF WALLS DOWN
1/4" PER 12" DOWN TO LINE "E"
H1
H1
H1
H1H1
(2) L5x5x3/8" ANGLES BACK TO BACK,
BOTTOM OF ANGLE ELEV. = 63'-6 1/2"
W8x18
60
S4.03
55
S4.03
56
S4.03
55
S4.03
57
S4.03
55
S4.03
55
S4.03
62
S4.03
62
S4.03
56
S4.03
55
S4.03
55
S4.03
62
S4.03
58
S4.0358
S4.03
58
S4.03
39.1
S4.03
HSS4x4x1/4"
POST
P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1 P1
P1P1
P1P1 P1
P1 P1
P1 P1
P1 P1
P1 P1
P2P2
P2
P2
1'-11"
312"
EOD
" EOD2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 CORRIIDOR WALLS AT 16" O.C.WITH 7/16" OSB SHEATHINGSHEATHING, FASTEN WITH 8dNAILS 6" O.C. ALL SUPPORTS2x6 INTERIOR BEARING WALLS AT16" O.C. AT THIS LEVEL WITH 7/16" OSBSHEATHING SHEATHING, FASTEN WITH8d NAILS 6" O.C. ALL SUPPORTS2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 INTERIOR BEARING WALLS AT16" O.C. AT THIS LEVEL WITH 7/16" OSBSHEATHING SHEATHING, FASTEN WITH8d NAILS 6" O.C. ALL SUPPORTSW16x31DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
DESIGNATIONMARK
H2 5 1/4x9 1/2" LVL
H3 5-1/4" x 11-7/8" LVL
HEADER SCHEDULE
DESIGNATIONMARK
P2
P3
P4
POST SCHEDULE
H1 (3) 2x8
P1 (3) 2x6
(2) 2x6 JACK + (1) 2X6 KING STUD
(2) 2x6 JACK + (1) 2X6 KING STUD
(1) 2x6 JACK + (1) 2X6 KING STUD
JAMBS
5 1/4"x5 1/4" PSL
H4 5-1/4" x 14" LVL (3) 2x6 JACK + (1) 2X6 KING STUD
NOTE:
ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLS
WITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).
HOTELROOF
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 11:01:52 AMWashington StreetSalem, Massachusetts09-25-18..7 3/32" = 1'-0"
HOTEL ROOF FRAMING PLAN
SEE 7/RS3.07 SEE 7/RS3.07
KEY PLAN
N
1
A B E F G H I J MA.5 B.7 D.3 K O
P
Q R S T U V
2
3
4
6
8
9
1011
12
13
14
16
1
4
7
K.6J.6 L U.2
5 5
3'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"4'-8"12'-8"12'-8"12'-8"12'-8"12'-8"9'-8"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"6'-0"6'-8"20'-8"3'-0"12'-8"12'-8"12'-8"12'-8"
2
14'-8"C.6
6'-10"
SCREEN WALL(S) TO
EXTEND ABOVE ROOF
W8x18W8x18
W8x18HSS5x5 HSS5x5
7" EOD
TYP.
10"
3'-27 8"
10"
3'-15 16"30'-0"61
S4.03
63
S4.03
63
S4.03
38'-0"18'-7"10'-0"42'-8"17'-0"8'-7"
SCREEN WALL(S) TO
EXTEND ABOVE ROOF
63
S4.03
6'-3"7'-1"6'-0"7'-1"9'-4"8'-4"10'-3"3'-6"5'-11"5'-11"5'-2"5'-2"5'-2"10'-10"13'-2"
MC8x21.9 CHANNELS FOR ALL ROOF TOP
MOUNTED EQUIPMENT. POSITION CHANNEL WITH
FLANGES DOWN AND INSIDE ROOF DECK RIBS3'-0"MC8x21.9 CHANNELS FOR ALL ROOF
TOP MOUNTED EQUIPMENT.
POSITION CHANNEL WITH FLANGES
DOWN AND INSIDE ROOF DECK RIBS
27'-4"25'-10"22'-11"4'-8"5'-9"17'-10"MC8x21.9 CHANNELS FOR ALL ROOF
TOP MOUNTED EQUIPMENT. POSITION
CHANNEL WITH FLANGES DOWN AND
INSIDE ROOF DECK RIBS
63
S4.03
6'-9"22'-2"
HSS4x4x1/4"
POST
ERV-2 (5,852 LBS.)ERV-1 (5,852 LBS.)ERV-2 (5,852 LBS.)
MUA (2,095 LBS.)
RTU-KIT
(910 LBS.)
RTU-DIN
(1,030 LBS.)RTU-BAR(910 LBS.)DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
DESIGNATIONMARK
H2 5 1/4x9 1/2" LVL
H3 5-1/4" x 11-7/8" LVL
HEADER SCHEDULE
DESIGNATIONMARK
P2
P3
P4
POST SCHEDULE
H1 (3) 2x8
P1 (3) 2x6
(2) 2x6 JACK + (1) 2X6 KING STUD
(2) 2x6 JACK + (1) 2X6 KING STUD
(1) 2x6 JACK + (1) 2X6 KING STUD
JAMBS
5 1/4"x5 1/4" PSL
H4 5-1/4" x 14" LVL (3) 2x6 JACK + (1) 2X6 KING STUD
NOTE:
ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLS
WITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).
EQUIPMENT
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 11:02:50 AMWashington StreetSalem, Massachusetts09-25-18..8 3/32" = 1'-0"
HOTEL ROOF EQUIPMENT FRAMING PLAN
SEE 8/RS3.08 SEE 8/RS3.08
KEY PLAN
1518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.34945434038353312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"
2
7
'
-
4
"
6'-
0
"
23
'
-
4
"
4'-
0
"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-4"5'-4"5'-4"7'-4"10'-8"2'-0"3'-4"9'-4"8'-8"4'-0"12'-8"7'-1112"6'-0"6'-8"1'-4"11'-4"27'-0"
2
9
'
-
4
"
5'-0"4'-0"
17
'
-
4
"
3'-
4
"
8"
12'-0"14'-0"10'-0"2'-0"10'-0"F-5BP-4AB-1P-414.0T
E
L
E
.
&
C
O
M
M
.
S
L
E
E
V
E
O
N
T
O
P
O
F
F
O
O
T
I
N
G
E
L
E
C
T
R
I
C
A
L
S
L
E
E
V
E
O
N
T
O
P
O
F
F
O
O
T
I
N
G DOMESTIC H20SLEEVE UNDER FTGFIRE SERVICE H20SLEEVE UNDER FTG.TOP OF FDN. WALLELEV. = 20'-4"WALL STEPTOP OF FDN. WALLELEV. = 21'-0"TOP OF FTG.ELEV. = 16'-6"TOP OF FDN. WALLELEV. = 21'-6"WALL STEPTOP OF FDN. WALL ELEV. = 23'-0"FOOTING STEPTOP OF FTG.ELEV. = 19'-2"TOP OF FTG. ELEV. = 17'-8"TOP OFFDN. WALLELEV. = 24'-0"WALL STEPTOP OF FTG.ELEV. = 19'-2"TOP OFFDN. WALLELEV. = 25'-0"FOOTING STEPTOP OF FTG.ELEV. = 21'-2"WALL STEP27.032.032.0TOP OF FTG.ELEV. = 22'-2"FOOTING STEPTOP OF FTG.ELEV. = 24'-2"23.014.0157'-3"
217'-11"
2'-0"
22'-1"
4'-
0
"
3
1
'
-
0
"
2
1
'
-
4
"
5'-
5
"
32
'
-
3
"
4'-
7
"
4"
3'-
1
0
"
1'-
3
"
4'-
8
"
1
8
'
-
0
"
8'-
7
"38'-6"11'-0"27'-0"11'-0"27'-0"11'-0"27'-0"12'-8"165'-2"0"24'-6"14'-0"2'-4"6'-4"2'-4"6'-4"2'-4"28.836'-4"2'-4"29.59'-4"2'-4"12'-1"9'-7"3'-8"3
6
'
-
1
0
"
6
1
'
-
9
"25'-4"1'-10"1'-4"101'-4"36'-0"25'-5"1'-4"9'-134"4'-
0
"
4'-
0
"
4'-
0
"
1'-
2
"
1'-
4
"
6'-
7
"
6'-
7
"
1'-4"25'-5"
1'-
4
"162'-9"8"5'-612"19'-434"10'-4"8'-0"37'-834"53°12'-8"26'-0"12'-0"26'-0"12'-0"26'-0"8"8"8'-0"2'-0"2'-0"21.520.3310'-0"2'-0"10'-0"2'-0"1'-4"10'-0"216'-8"4"13'-5"3'-4"12'-0"4'-0"3'-4"F-6BP-1AB-1F-5BP-1AB-1F-5BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-4BP-1AB-3F-6BP-1AB-1F-5BP-1AB-1F-5BP-1AB-1F-5BP-1AB-1F-7BP-1AB-1F-5BP-1AB-1F-5BP-1AB-11'-0"1'-0"10'-10"2'-0"10'-8"2'-0"10'-8"2'-0"10'-8"2'-0"10'-8"2'-0"10'-8"2'-0"10'-8"2'-51316"10'-2316"2'-0"10'-8"2'-0"11'-6"19'-0"8'-0"1'-0"F-8BP-1.5AB-1F-7BP-1.25AB-126.031S2.0632S2.0612S2.0211S2.0213S2.022'-0"12S2.0211S2.024'-0"14S2.0213S2.0215S2.0214S2.0216S2.0216S2.0217S2.0233S2.0635S2.0633S2.0635S2.0636S2.0638S2.0638S2.0650'-212"55S2.0658S2.0711S2.05F-7BP-1AB-16S2.045S2.0415S2.0314.0F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1TOP OF FDN. WALLELEV. = 22'-5 3/4"BLOCK OUT FDN WALLFOR WINDOW OPENINGSWALL STEPTOP OF FDN. WALLELEV. = 20'-4"TOP OF FTG.ELEV.= 12'-6"FOOTING STEPTOP OF FTG.ELEV. = 16'-6"TOW ELEV. = 26'-0"TOF ELEV. = 21'-2"TOP OF INTERIOR RETAILFOOTING ELEV. = 19'-6"TOP OF FDN. WALL ELEV. = 22'-5 3/4"TOP OF FOOTING ELEV. = 13'-4"TOP OF INTERIOR RETAILFOOTING ELEV. = 19'-6"TOP OF INTERIOR GARAGEFOOTING ELEV. = 13'-2"26.025
S
2
.
0
2
2'-4"4'-0"23'-0"2'-4"19'-0"8'-0"2
4
S
2
.
0
2
2
5
S
2
.
0
2
2
7
S
2
.
0
2
2
9
S
2
.
0
2
2
4
S
2
.
0
2
2
6
S
2
.
0
2
2
6
S
2
.
0
2
28
S
2
.
0
2
28S2.026S2.0453S2.0654S2.0639S2.062
S
2
.
0
4
1
S
2
.
0
4 45S2.06TOP OF FDN. WALL ELEV. = 31'-4 3/4"TOP OF FOOTING ELEV. = 13'-4"TOP OF FTG.ELEV. = 26'-2"FOOTING STEPTOP OF FTG.ELEV. = 24'-2"TOP OF FTG.ELEV. = 28'-2"FOOTING STEPTOP OF FTG.ELEV. = 26'-2"TOP OFFDN. WALLELEV. = 32'-0"TOP OFFDN. WALLELEV. = 32'-0"7S2.0524"x12" HAUNCHEDSLAB AT BEARINGLINES W/ (2) #5BARS CONTINUOUS.3'-
1
0
"
1'-
1
0
"TOP OFFDN. WALLELEV. = 32'-0"TOP OF FTG.ELEV. = 28'-2"29S2.022S2.042
8
S
2
.
0
2 HIGH / LOWFOOTINGTRANSITIONTOP OF FDN. WALL ELEV. = 31'-4 3/4"TOP OF FOOTING ELEV. = 13'-4"10S2.0344S2.0643S2.064" THICK 3000 PSI, CONCRETE SLABON GRADE W/ FIBERMESH OVER15 MIL. POLYETHYLENE VAPORRETARDER OVER SLAB SUBBASESUBBASE PREPARED FOR "FUTURE"4" THICK 3000 PSI, CONCRETE SLAB ONGRADE W/ FIBERMESH OVER15 MIL. POLYETHYLENE VAPOR RETARDERSUBBASE PREPARED FOR "FUTURE"4" THICK 3000 PSI, CONCRETE SLAB ONGRADE W/ FIBERMESH OVER15 MIL. POLYETHYLENE VAPOR RETARDERTOP OF FDN. WALL ELEV. = 22'-5 3/4"TOP OF FOOTING ELEV. = 13'-4"TOP OF INTERIOR RETAILFOOTING ELEV. =19'-6"6'-0"6'-8"1'-4"F-4BP-4AB-1P-16'-0"F-5BP-4AB-1P-4F-5BP-4AB-1P-4F-5BP-3AB-1P-5F-3.5x7BP-4AB-1P-4F-5BP-4AB-1P-4F-5BP-3AB-1P-5F-4BP-4AB-1P-4F-4BP-4AB-1P-4F-4BP-3AB-1P-5F-4BP-4AB-1P-4F-3BP-4AB-1P-4F-3BP-3AB-1P-3AF-XBP-3AB-1P-3F-3BP-V1AB-1P-1F-8BP-1.5AB-1F-8BP-1.5AB-1F-8BP-1.5AB-1F-7BP-1.25AB-1F-7BP-1.25AB-1F-7BP-1.25AB-1ROOF DRAININV.OUT = 17'-7"ROOF DRAININV.OUT = 25'-2"SEWER SLEEVE1'-4"BP-3FAB-2P-3ABP-3FAB-2P-3ABP-3FAB-2P-3ABP-53AB-1P-7BP4AB-1P-6BP-3FAB-2P-3ABP-4FAB-2P-1BP-3FAB-2P-3ABP-4FAB-2P-6BP-3AB-1P-7BP-3AB-1P-71'-
4
"BP-1AB-1P-1BP-1AB-1BP-1AB-1BP-1FAB-2BP-1FAB-2BP-1FAB-2BP-1FAB-2BP-1AB-1BP-1AB-1BP-1AB-1P-1A9S2.03WALL STEPF-3BP-3AB-1P-5EP-23 & EP-32EP-23 &EP-32EP-23 &EP-32EP-23 &EP-32EP-23 &EP-32EP-23 &EP-32EP-23 &EP-32EP-23 &EP-32EP-23 &EP-32EP-23EP-23EP-23EP-23EP-23EP-23EP-23TOP OFFDN. WALLELEV. = 23'-0"WALL STEP9S2.02TOP OF INTERIOR RETAILFOOTING ELEV. =19'-6"TOP OF INT. RETAILFTG. ELEV. =19'-6"8"TOP OF FDN. WALLELEV. = 15'-4"CONCRETETOP OF FDN. WALLELEV. = 21'-0"WALL STEPTOP OF FDN. WALLELEV. = 21'-6"F-3BP-3AB-1P-3A4'-0"FOOTING STEPTOP OF FOOTINGELEV. = 17'-8"6"52S2.065" THICK 3000 PSI, CONCRETE SLAB WITH6x6/W2.9xW2.9 WWM OVER 1" PAVEMENTBINDER COURSE. SUBBASE TO BEPREPARED PER GEOTECH REPORT.SIMILARF-XBP-3AB-1P-3BP-4AB-1P-1F-XBP-3AB-1P-3ATOP OF SUBBASE 20'-0"FUTURE SLAB 20'-4"8'-0"FUTURESLAB STEPFUTURESLAB STEPTOP OF SUBBASE 21'-2"FUTURE SLAB 21'-6"WALL STEPHIGH / LOWFOOTINGTRANSITIONE
P
-
2
3
H-PILETIMBER FORMTOP OF SHELFELEV. = 18-0"4'-0"34S2.06afafa37S2.0651S2.0658S2.07EP-23
2'-4"TOP OF FOOTINGELEV. = 12'-0"TOP OF INTERIOR RETAILFOOTING ELEV. =18'-4"1'-
0
"
1'-
0
"8"8"TOP OF FOUNDATIONWALL ELEV. = 26'-0"27.014.027'-10"8"9'-0"1
7
'
-
1
0
"
8"
7'-
6
"
1'-
4
"
2
6
'
-
0
"26.018S2.0226.04'-
0
"4" THICK 3000 PSI, CONCRETE SLABON GRADE W/ FIBERMESH OVER15 MIL. POLYETHYLENE VAPORRETARDER OVER SLAB SUBBASE1
4
'
-
3
"
8"TOP OF FOOTINGELEV. = 21'-0"FOOTING STEP1'-0"9'-2"TOP OF SLAB 26'-0"21S2.022'-4"38'-6"10'-2"14'-0"1'-2"1'-0"3'-
8
"8"TOP OF FOUNDATIONWALL ELEV. = 26'-0"TOP OF FOOTINGELEV. = 22'-2"FOOTING STEPTOP OF FOOTINGELEV. = 21'-2"40S2.06TOP OF FOUNDATIONWALL ELEV. = 26'-0"1'-
4
"
1
5
'
-
6
"
2'-
1
0
"20S2.02TOP OF FOOTINGELEV. = 25'-2"FOOTING STEPTOP OF FOOTINGELEV. = 22'-2"TOP OF FDN. WALLELEV. = 32'-0"WALL STEPTOP OF FOOTINGELEV. = 13'-4"HIGH / LOW FOOTINGTRANSITIONTOP OF FDN. WALLELEV. = 32'-0"TOP OF FOUNDATIONWALL ELEV. = 26'-0"1'-
2
"TOP OF FDN. WALLELEV. = 31'-4 3/4"1'-
4
"
8"
6'-
0
"1'-4"1
5
'
-
0
"
6'-
1
"
1'-
1
0
"
1'-
0
"36'-0"1'-10"2
3
S
2
.
0
2
23S2.026S2.044S2.047S2.048S2.043S2.0437'-6"1'-0"1'-0"22S2.026'-
7
"42S2.0649S2.0647S2.0139S2.065'-
6
1
2"HIGH / LOW FOOTINGTRANSITIONTOP OF ELEVATORWALL ELEV. = 25'-4"TOP OF ELEVATORFOOTING ELEV. = 21'-0"F-3BP-3AB-1P-3AF-5BP-4AB-1P-4F-XBP-3AB-1P-3F-4BP-53AB-1P-53TOP OF FDN. WALLELEV. = 22'-5 3/4"WALL STEPHIGH / LOW FOOTINGTRANSITIONBP-3AB-1P-7BP-3AB-1P-7BP-1AB-1P-1BP-4AB-1P-150S2.06BP-3FAB-2P-3ATOP OF FDN. WALLELEV. = 26'-0"TOP OF FOOTINGELEV. = 13'-4"EP-23 &EP-32EP-23EP-23EP-23EP-23EP-32WALLSTEPS4"1'-0"2'-0"10'-2"F-3BP-3AB-1P-3A41S2.063'-
2
"TOP OF FDN. WALLELEV. = 23'-0"TOP OF FOOTINGELEV. = 21'-0"HIGH / LOWFTG. TRANS.TOP OF FOOTINGELEV. = 13'-4"19S2.02F-XBP-3AB-1P-3F-XBP-3AB-1P-3ABP-4FAB-2P-648S2.06afafa46S2.06F-3BP-4AB-1P-1(4) #5 BARS EACH WAY4'-0"x4'-0"x1'-0"SIZE (WxLxD)REINFORCINGTYPEF-4 SPREAD FOOTING SCHEDULE(5) #6 BARS EACH WAY5'-0"x5'-0"x1'-6"F-5(6) #7 BARS EACH WAY6'-0"x6'-0"x1'-6"F-6NOTE: SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITH SPECIFIED NUMBER OFBARS RUNNING EACH WAY. LOCATE REINFORCING BARS WITH 3" CLEAR COVER FROMBOTTOM OF FOOTING. FOOTING CAPACITY IS BASED ON ALLOWABLE SOIL BEARINGCAPACITY OF 4,000 PSF.(3) #5 BARS EACH WAY3'-0"x3'-0"x1'-0"F-3(8) #8 BARS EACH WAY8'-0"x8'-0"x1'-10"F-83'-0"x4'-0"x1'-0"F-3x43'-3"x6'-0"x1'-6"F-3.25x6(7) #7 BARS EACH WAY7'-0"x7'-0"x1'-6"F-7(4) #6 BARS LONG WAY, EVEN SPACING(5) #5 BARS SHORT WAY, EVEN SPACING3'-3"x8'-0"x1'-6"F-3.25x8(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACING3'-6"x7'-0"x1'-6"F-3.5x7(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACING(3) #5 BARS LONG WAY, EVEN SPACING(4) #5 BARS SHORT WAY, EVEN SPACING3'-9"x8'-0"x1'-6"F-3.75x8(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACINGRS1.01RETAILFOUNDATIONPLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, October 11, 2018 9:39:18 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
.
.
.
.
0816-18 CHANGED FOOTING SIZE AT GRID A-19
10-11-18 REVISED WALL WIDTH AT GRID LINES 52 & Z.3
.
.13/32" = 1'-0"RETAIL FOUNDATION PLANNPLANSEE 1/HS1.01SEE 1/HS1.01SEE 1/S0.01
SEE 1/S0.01KEY PLAN
18
16
17
18
19
20
21
22
24
27
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
A B C D E F IA.5
23
H.3
49
45
43
40
38
35
3312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
4
"
5'-
4
"
5'-
4
"
7'-
4
"
10'
-
8
"
2'-
0
"
3'-
4
"
9'-
4
"
8'-
8
"
4'-
0
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
1'-
4
"
11'
-
4
"27'-0"29'-4"32.0
TO
P
O
F
S
L
A
B
3
2
'
-
0
"
W24x62[51](C=3/4")32.0
C2
C3
C2
C2
C2
C2
C2
C1
C3
C3
C1
C2
C2
C1
C1
C3
C3
C3
C2
C2
C2
C2
C1
C2
C1
C1
C2
C2
C2
C1
C1
C2
C2
C2
C2
C2
C2
C2
C2
C2 C3C1
C1
C1
C2
C2
C2
C3
C2
C3
C3
C3
C4
C3
C2
C2 W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10]W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x22[10](C=3/4")W14x30[28](C=3/4")W10W10(C 3/4 )(C 3/4 )
(2) L4x4x1/2" ANGLES BACK TO BACK,
BOTTOM OF ANGLE ELEV. = 131'-4 3/4"W10W18x35[18]W12x14
W8x10W8x10W24x76[39] (C=3/4")
OFFSET IN 1"
W24x62[39](C=3/4")
W24x76[32](C=3/4")W24x62[51](C=3/4")
W21x44[40](C=3/4")
OFFSET IN 1"
W24x76[26] (C=3/4")
W24x68[27] (C=3/4")
OFFSET IN 1"
W21x44[40](C=3/4")
W24x55[29](C=3/4")
W21x44[25] (C=3/4")
W8x10 W18x35[20]
W18x40[23]W21x44[38]
(C=3/4")
SKEW TO COLUMN
W21x44[14] W18x35[12] W12x19[10]
W18x40[20] W21x44[22]
W12x14[6]W8x10W8x10W8x10W14x26BRACEDFRAME#4OFFSET IN 1"W21x44W
8
x
1
0
OFFSET IN 1"W21x57BRACED FRAME #3W
1
4
x
2
6
BR
A
C
E
D
FR
A
M
E
#
1
W8x10W12x16[8](C=3/4")W12x16[8](C=3/4")W14x38[19]
(C=3/4")W14x22[12](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x34[17](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W21x44[12]W14x48[32](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W14x26[18](C=3/4")W
8
x
1
0
W
8
x
1
0
W
1
4
x
3
0
[
2
3
]
W
1
4
x
3
0
[
1
3
]
W
1
4
x
3
0
[
2
7
]
W
1
4
x
3
0
[
1
4
]
W
1
4
x
3
0
[
1
7
]
W
1
4
x
3
0
[
1
7
]
W
1
4
x
3
0
[
1
9
]
(C
=
3
/
4
"
)
W
1
4
x
3
0
[
1
4
]
W
1
4
x
3
0
[
1
8
]W8x10W14x48[32](C=3/4")W
1
4
x
2
6
W8x10
212" EODHOTEL SLABGARAGE SLAB21
2"E
O
D
212" EOD
HOTEL SLAB GARAGE SLAB12'-3312" EOD
12'-0"
212"
EOD
13'-5"
312"
EOD
312"EOD31
2"E
O
D
312"EODTO
P
O
F
S
T
E
E
L
EL
E
V
.
3
1
'
-
4
3
/
4
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C
O
N
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R
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A
B
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R
A
D
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A
T
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L
E
V
.
3
2
'
-
0
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C
O
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C
R
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2
6
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A
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A
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T
U
P
T
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R
O
O
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TOP OF STEEL
ELEV. 131'-4 3/4"TOP OF SLAB 132'-0"W8x10C3
W8x10312" EODW8x10
C3
W8x10312" EODW8x10
C2
C1 W10x12[8]EP-32EP
-
3
2 EP-32W
8
x
1
0
C1
EP
-
3
2
EP
-
3
2
EP
-
3
2
EP
-
3
2
EP
-
3
2
EP
-
3
2
EP
-
3
2
EP-32C1W14x26BRACEDFRAME#4W
1
4
x
2
6
BR
A
C
E
D
FR
A
M
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#
1
C1
1'-
0
"
C1
1'-6"W14x30[20]
(C=3/4")W8x104'-3"9
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S4.02
2
S4.02
2
S4.02
3
S4.02 2S2.041S2.042S2
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0
4
10
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0
3
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9
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.
0
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8
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10
S4.02
13
S4.02
15
S4
.
0
2
11
S4
.
0
2
34S4.03R=104KW10
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
RESIDENTIALLEVEL 3
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 10:51:20 AMWashington StreetSalem, Massachusetts09-25-18..SEE 3/HS3.03 SEE 3/HS3.03
3 3/32" = 1'-0"
RESIDENTIAL LEVEL 3 FLOOR FRAMING PLAN SEE 3/GS3.03SE
E
3
/
G
S
3
.
0
3
KEY PLAN
18
16
17
18
19
20
21
22
24
27
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
A B C D E F IA.5
23
H.3
49
45
43
40
38
35
3312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"28'-0"27'-0"27'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
4
"
5'-
4
"
5'-
4
"
7'-
4
"
10'
-
8
"
2'-
0
"
3'-
4
"
9'-
4
"
8'-
8
"
4'-
0
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
1'-
4
"
11'
-
4
"27'-0"29'-4"44.0
C4
C2
C2
C2
C2
C2
C1
C1
C2
C2
C2
C2
C2
C2
C2
C1
C2
C3
C2
C2
C3
C2
C3
C3
C3
C4
C3
C2HSW14x26[10]W14x26[10]W12x16[5]W
8
x
1
0
[
5
]
W18x40
W21x44[16]W21x44[16]W24x55[20](C=3/4")W24x55[20](C=3/4")W21x44[16]W21x44[16]W21x44[16]W21x44[16]W21x44[16]W21x44[16]W21x44[16]W
1
8
x
4
0
[
2
2
]
W
2
1
x
4
4
[
2
1
]
OF
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1
"
W
1
8
x
3
5
[
1
5
]
W
1
8
x
4
0
[
1
7
]
W
1
8
x
4
0
[
1
7
]
W
1
8
x
4
0
[
2
5
]
W
1
8
x
4
0
[
2
5
]W24x55[20](C=3/4")W
1
8
x
3
5
212" EOD
HOTEL
SLAB
GARAGE
ROOF
312" EOD
312"
EOD
13'-5"312" EOD
312" EOD
312"EOD212"EOD44.0
TOP OF WALL
ELEV. 43'-6 1/2"TOP OF SLAB 44'-0"
TO
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2
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4
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0
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A
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W21x55[23]2"EODC2
212" EODHOTEL SLABGARAGEROOF212" EODHOTEL SLABGARAGEROOF7'-5"W21x44[16]W21x44[14]212"EOD21
2"E
O
D
212"EOD312"EOD21
2"E
O
D
C2
H2
H2
H2
H1
H2H2
H2H2
H1
H2
H2
H2
H2
H2212"EOD212" EODH1 H1 H3
H2
H2
H2
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H2
H1
H2
H1
H2
H2
H2
H1
H2(2) L4x4x1/2" ANGLES BACK TO BACK,BOTTOM OF ANGLE ELEV. = 43'-6 1/2"(2) L4x4x1/2" ANGLES BACK TO BACK,
BOTTOM OF ANGLE ELEV. = 43'-6 1/2"
8'-0"4'-0"4'-0"312" EOD
H2
312" EOD
EX
T
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R
I
O
R
BA
L
C
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Y 212"EOD21
2"E
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D
21
2"E
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DW18xEXTERIOR DECK
C1
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2
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4
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2
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2BRACED FRAME#4BRACED FRAME#4H2
H2
H3
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W21x44[16]H2
H1
H2
H2
H2
2x6 EXTERIOR BEARING
WALLS AT 16" O.C. WITH
1/2" PLYWOOD SHEATHING,
TYPICAL
P1 P1
2x6 EXTERIOR BEARING
WALLS AT 16" O.C. WITH
1/2" PLYWOOD SHEATHING,
TYPICAL
P1 P1
P1 P1
P1 P1
P1 P1
(2) L4x4x1/2" ANGLES BACK
TO BACK, BOTTOM OF
ANGLE ELEV. = 43'-6 1/2"
P2 W14x22
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TOP OF BEAM(S)
ELEV. = 43'-5"
P1
P1
3'-1"
P?
P1 P1
TOP OF BEAM(S)
ELEV. = 43'-5"
TOP OF BEAM
ELEV. = 43'-5"
EXTERIOR DECK
EXTERIOR DECK
TOP OF BEAM
ELEV. = 43'-5"
EXTERIOR DECK
42
S4.03
45S4.0345S4.0345S4.0341
S4.03
43
S4.03
43
S4.03
42
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43
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P1
P1
P1
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20K9 @ 6'-0" O.C.20K920K920K9HORIZONTAL BRIDGING PER SJI
RECOMMENDATIONS (TYP.)16 GA.16 GA. 20 GA.
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8"20K92x6 CORRIIDOR WALLS AT 16" O.C.
WITH 7/16" OSB SHEATHING
SHEATHING, FASTEN WITH 8d
NAILS 6" O.C. ALL SUPPORTS
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
DESIGNATIONMARK
H2 5 1/4x9 1/2" LVL
H3 5-1/4" x 11-7/8" LVL
HEADER SCHEDULE
DESIGNATIONMARK
P2
P3
P4
POST SCHEDULE
H1 (3) 2x8
P1 (3) 2x6
(2) 2x6 JACK + (1) 2X6 KING STUD
(2) 2x6 JACK + (1) 2X6 KING STUD
(1) 2x6 JACK + (1) 2X6 KING STUD
JAMBS
5 1/4"x5 1/4" PSL
H4 5-1/4" x 14" LVL (3) 2x6 JACK + (1) 2X6 KING STUD
NOTE:
ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLS
WITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).
LEVEL 4
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 11:05:51 AMWashington StreetSalem, Massachusetts09-25-18..SEE 4/HS3.04 SEE 4/HS3.04
4 3/32" = 1'-0"
RESIDENTIAL LEVEL 4 FLOOR FRAMING PLAN SEE 4/GS3.04SE
E
4
/
G
S
3
.
0
4
KEY PLAN
16
17
18
19
20
22
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
A B C D E F IA.5
23
H.312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
54.0
H1
H1
4'-0"4'-0"4'-0"4'-0"TOP OF WALL
ELEV. 53'-6 1/2"TOP OF SLAB 54'-0"
TO
P
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F
S
L
A
B
5
4
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0
"
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x
5
x
3
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312" EOD
12'-0"
312" EOD
13'-5"
312" EOD
312" EOD
312"EOD212"EODCMU ELEVATOR
SHAFT UP TO ROOF2"EOD7'-5"3" EOD2"
E
O
D21 2"EOD21
2"E
O
D
212"EOD312"EOD21
2" E
O
D
21
2" E
O
D
H1
H1
H1
H1
H1
H1
H1
H1
H1212" EODH3
H2
H2
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H2
H1(2) L4x4x1/2" ANGLES BACK TOBACK, BOTTOM OF ANGLEELEV.= 53'-6 1/2"212"
EOD
(2) L4x4x1/2" ANGLES BACK
TO BACK, BOTTOM OF ANGLE
ELEV.= 53'-6 1/2"L4x4x5/16" ANGLE BOLTEDTO CMU WALL TOSUPPORT FLOOR DECKH1
H3
H1
H2 H2
H1
H1
H1
H1
H1
H1
H2
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H2H2
H1
H2 H2 H2 H2
H1
H2 H1
W14x22P2 P2
8'-9"
W14x22P2 P2
H2
H1
H1
H2
H2
H2
H2
H2
H2
H1
H1
H1
H1
H2
H2
H2
H2
H2
H2
H2
H2
(2) L4x4x1/2" ANGLES BACK TO
BACK, BOTTOM OF ANGLE
ELEV. = 53'-6 1/2"
TO
P
O
F
S
T
E
E
L
EL
E
V
.
5
3
'
-
6
1
/
2
"
H1
H1
21
2" E
O
D212" EOD212" EOD312" EOD212" EOD212" EOD212" EOD312" EOD
2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 CORRIIDOR WALLS AT 16" O.C.
WITH 7/16" OSB SHEATHING
SHEATHING, FASTEN WITH 8d
NAILS 6" O.C. ALL SUPPORTS
2x
6
E
X
T
E
R
I
O
R
B
E
A
R
I
N
G
W
A
L
L
S
AT
1
6
"
O
.
C
.
W
I
T
H
1
/
2
"
P
L
Y
W
O
O
D
S
H
E
A
T
H
I
N
G
,
T
Y
P
I
C
A
L 2x6 CORRIIDOR WALLS AT 16" O.C.WITH 7/16" OSB SHEATHINGSHEATHING, FASTEN WITH 8dNAILS 6" O.C. ALL SUPPORTS2x
6
E
X
T
E
R
I
O
R
B
E
A
R
I
N
G
W
A
L
L
S
AT
1
6
"
O
.
C
.
W
I
T
H
1
/
2
"
P
L
Y
W
O
O
D
SH
E
A
T
H
I
N
G
,
T
Y
P
I
C
A
L
27
S4.02
27
S4.02
28
S4.02
21S4.0250
S4
.
0
3
21
S4.02
50
S4.03 27
S4.02
27S4.0236S4.0328
S4.02
28
S4.02
28
S4.02
39S4.0344S4.0327S4.0228
S4
.
0
2
33
S4
.
0
3
27S4.0228
S4
.
0
2
27
S4.02
27S4.0251S4.0321S4.0249
S4.03
51S4.0351
S4.03
P1 P1
P1 P1
P1 P1
P1 P1
P1 P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
DESIGNATIONMARK
H2 5 1/4x9 1/2" LVL
H3 5-1/4" x 11-7/8" LVL
HEADER SCHEDULE
DESIGNATIONMARK
P2
P3
P4
POST SCHEDULE
H1 (3) 2x8
P1 (3) 2x6
(2) 2x6 JACK + (1) 2X6 KING STUD
(2) 2x6 JACK + (1) 2X6 KING STUD
(1) 2x6 JACK + (1) 2X6 KING STUD
JAMBS
5 1/4"x5 1/4" PSL
H4 5-1/4" x 14" LVL (3) 2x6 JACK + (1) 2X6 KING STUD
NOTE:
ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLS
WITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).
RESIDENTIALLEVEL 5
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 11:06:55 AMWashington StreetSalem, Massachusetts09-25-18..SEE 5/HS3.05 SEE 5/HS3.05
5 3/32" = 1'-0"
RESIDENTIAL LEVEL 5 FLOOR FRAMING PLAN
KEY PLAN
16
17
18
19
20
22
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
A B C D E F IA.5
23
H.312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
64.0
2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 CORRIIDOR WALLS AT 16" O.C.
WITH 7/16" OSB SHEATHING
SHEATHING, FASTEN WITH 8d
NAILS 6" O.C. ALL SUPPORTS
2x
6
E
X
T
E
R
I
O
R
B
E
A
R
I
N
G
W
A
L
L
S
AT
1
6
"
O
.
C
.
W
I
T
H
1
/
2
"
P
L
Y
W
O
O
D
S
H
E
A
T
H
I
N
G
,
T
Y
P
I
C
A
L 2x6 CORRIIDOR WALLS AT 16" O.C.WITH 7/16" OSB SHEATHINGSHEATHING, FASTEN WITH 8dNAILS 6" O.C. ALL SUPPORTS2x
6
E
X
T
E
R
I
O
R
B
E
A
R
I
N
G
W
A
L
L
S
AT
1
6
"
O
.
C
.
W
I
T
H
1
/
2
"
P
L
Y
W
O
O
D
SH
E
A
T
H
I
N
G
,
T
Y
P
I
C
A
L
H1
H1
L5
x
5
x
3
/
8
P
O
U
R
S
T
O
P
L4x4x5/16" ANGLE BOLTEDTO CMU WALL TOSUPPORT FLOOR DECK4'-0"4'-0"4'-0"4'-0"CMU ELEVATOR
SHAFT UP TO ROOF
TOP OF WALL
ELEV. 63'-6 1/2"
TOP OF SLAB 64'-0"
TO
P
O
F
W
A
L
L
EL
E
V
.
6
3
'
-
6
1
/
2
"
TO
P
O
F
S
L
A
B
6
4
'
-
0
"
312" EOD
12'-0"
312"
EOD
13'-5"
312" EOD
312"EOD212"EOD2"EOD7'-5"3" EOD2"
E
O
D21 2"EOD21
2"E
O
D
212"EOD312"EOD21
2" E
O
D
21
2" E
O
D
H1
H1
H1
H1
H1
H1
H1
H1
H1212" EOD212"EODH3
H2
H2
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H2
H1(2) L4x4x1/2" ANGLES BACKTO BACK, BOTTOM OF ANGLEELEV.= 63'-6 1/2"212"
EOD
(2) L4x4x1/2" ANGLES BACK
TO BACK, BOTTOM OF ANGLE
ELEV.= 63'-6 1/2"
H1
H3
H1
H2 H2
H1
H1
H1
H1
H1
H1
H2
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H2H2
H1
H2 H2 H2 H2
H1
H2 H1
W14x22
P2 P2
P2 P2
8'-9"
W14x22
H2
H1
H1
H2
H2
H2
H2
H2
H2
H1
H1
H1
H1
H2
H2
H2
H2
H2
H2
H2
H2
(2) L4x4x1/2" ANGLES BACK TO
BACK, BOTTOM OF ANGLE
ELEV. = 63'-6 1/2"
H1
H1212" EOD212" EOD212" EOD312" EOD212" EOD212" EOD312" EOD
312" EOD
312"
EOD
27
S4.02
27
S4.02
28
S4.02
21S4.0250
S4
.
0
3
21
S4.02
50
S4.03 27
S4.02
27S4.0236S4.0328
S4.02
28
S4.02
28
S4.02
39S4.0344S4.0327S4.0228
S4
.
0
2
33
S4
.
0
3
27S4.0228
S4
.
0
2
27
S4.02
27S4.0251S4.0321S4.0249
S4.03
51S4.0351
S4.03
P1 P1
P1 P1
P1 P1
P1 P1
P1 P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
DESIGNATIONMARK
H2 5 1/4x9 1/2" LVL
H3 5-1/4" x 11-7/8" LVL
HEADER SCHEDULE
DESIGNATIONMARK
P2
P3
P4
POST SCHEDULE
H1 (3) 2x8
P1 (3) 2x6
(2) 2x6 JACK + (1) 2X6 KING STUD
(2) 2x6 JACK + (1) 2X6 KING STUD
(1) 2x6 JACK + (1) 2X6 KING STUD
JAMBS
5 1/4"x5 1/4" PSL
H4 5-1/4" x 14" LVL (3) 2x6 JACK + (1) 2X6 KING STUD
NOTE:
ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLS
WITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).
RESIDENTIALLEVEL 6
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 11:08:55 AMWashington StreetSalem, Massachusetts09-25-18..SEE 6/HS3.06 SEE 6/HS3.06
6 3/32" = 1'-0"
RESIDENTIAL LEVEL 6 FLOOR FRAMING PLAN
KEY PLAN
16
17
18
19
20
22
25
26
28
29
30
31
32
34
36
37
39
41
42
44
46
47
48
50
51
52
53
X.1
X.3
Y.1
Y.3
Z.3
A B C D E F IA.5
23
H.312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"27'-4"6'-0"23'-4"4'-0"12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
12'
-
8
"
7'-
1
1
1
2"
6'-
0
"
6'-
8
"
312" EOD
12'-0"
312"
EOD
13'-5"
312" EOD
312" EOD
312"EOD212"EOD212"EOD21
2"E
O
D
212"EOD312"EOD21
2" E
O
D
21
2" E
O
D
H1
H1
H1
H1
H1H1
H1H1
H1
H4
H1
H1
H1
H1
H1
H1212"EOD212" EODH1 H1
H2
H2
H4H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
212"
EOD
H1
H2
H1
H1 H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1ROOF DECK = GALV. WIDE RIB, TYPE 3N18 GA.,3" DEEP MIN. R
O
O
F
D
E
C
K
=
G
A
L
V
.
W
I
D
E
R
I
B
,
T
Y
P
E
3
N
1
8
G
A
.
,
3"
D
E
E
P
M
I
N
.
75.0(-6 (-8 1/4")SLOPE TOP OF WALLS
DOWN TO LINE "E"
SLOPE TOP OF WALLS DOWN
1/4" PER 12" DOWN TO LINE "E"
SLOPE TOP OF WALLS
DOWN TO LINE "E"
SLOPE TOP OF WALLS DOWN
1/4" PER 12" DOWN TO LINE "E"
TOP OF WALL
ELEV. 74'-7 3/4"
UNLESS NOTED
OTHERWISE
TO
P
O
F
W
A
L
L
EL
E
V
.
7
4
'
-
7
3
/
4
"
U
N
L
E
S
S
N
O
T
E
D
OT
H
E
R
W
I
S
E
SLOPE TOP OF WALLS DOWN1/4" PER 12" DOWN TO LINE "Y.1"SLOPE TOP OF WALLSDOWN TO LINE "Y.1"SLOPE TOP OF WALLS DOWN1/4" PER 12" DOWN TO LINE "Y.1"SLOPE TOP OF WALLSDOWN TO LINE "Y.1"(-8
1
/
4
"
)
(-6
3
/
4
"
)
(-8
1
/
4
"
)
(-6
3
/
4
"
)
(-8
1
/
4
"
)
(-6
3
/
4
"
)
(-8
1
/
4
"
)
(-6
3
/
4
"
)
(-8
1
/
4
"
)
(-6
3
/
4
"
)
(-8
1
/
4
"
)
(-6
3
/
4
"
)(2) L4x4x1/2" ANGLES BACK TOBACK, BOTTOM OF ANGLE ELEV.= BOTTOM OF ROOF DECK(-8 1/4")
32'-113 4"LEVEL TOP PLATE
(-6
3
/
4
"
)(-6 3/4")(-8 1/4")(-6 3/4")(-8 1/4")(-6 3/4")(-8 1/4")(2) L4x4x1/2" ANGLES BACK TOBACK, BOTTOM OF ANGLE ELEV.= BOTTOM OF ROOF DECK4'-0"4'-0"4'-0"4'-0"H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
H1
CMU ELEVATORSHAFT UP TO ROOF55
S4.03
55
S4.03
56
S4.03
63S4.0358
S4
.
0
3
63
S4.03
58
S4.03
55
S4.03
55S4.0361S4.0356
S4.03
56
S4.03
56
S4.03
57S4.0355S4.0356
S4
.
0
3
55S4.0356
S4
.
0
3
55
S4.03
55S4.0352
S4.03
52S4.03P2 P2
P2 P2
(-8 1/4")
(2) L4x4x1/2" ANGLES BACK TO
BACK, BOTTOM OF ANGLE
BOTTOM OF ANGLE ELEV. =
BOTTOM OF ROOF DECK
P1 P1
P1 P1
P1 P1
P1 P1
P1 P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
312" EOD
212" EOD212" EOD212" EOD312" EOD
212" EOD312" EOD212" EOD2x6 EXTERIOR BEARING WALLS
AT 16" O.C. WITH 1/2" PLYWOOD
SHEATHING, TYPICAL
2x6 CORRIIDOR WALLS AT 16" O.C.
WITH 7/16" OSB SHEATHING
SHEATHING, FASTEN WITH 8d
NAILS 6" O.C. ALL SUPPORTS
2x
6
E
X
T
E
R
I
O
R
B
E
A
R
I
N
G
W
A
L
L
S
AT
1
6
"
O
.
C
.
W
I
T
H
1
/
2
"
P
L
Y
W
O
O
D
S
H
E
A
T
H
I
N
G
,
T
Y
P
I
C
A
L 2x6 CORRIIDOR WALLS AT 16" O.C.WITH 7/16" OSB SHEATHINGSHEATHING, FASTEN WITH 8dNAILS 6" O.C. ALL SUPPORTS2x
6
E
X
T
E
R
I
O
R
B
E
A
R
I
N
G
W
A
L
L
S
AT
1
6
"
O
.
C
.
W
I
T
H
1
/
2
"
P
L
Y
W
O
O
D
SH
E
A
T
H
I
N
G
,
T
Y
P
I
C
A
L
DESIGNATIONMARK
C1 HSS 6x6x1/4"
C2
C3
C4
COLUMN SCHEDULE
HSS 6x6x3/8"
HSS 6x6x1/2"
HSS 6x6x5/8"
DESIGNATIONMARK
H2 5 1/4x9 1/2" LVL
H3 5-1/4" x 11-7/8" LVL
HEADER SCHEDULE
DESIGNATIONMARK
P2
P3
P4
POST SCHEDULE
H1 (3) 2x8
P1 (3) 2x6
(2) 2x6 JACK + (1) 2X6 KING STUD
(2) 2x6 JACK + (1) 2X6 KING STUD
(1) 2x6 JACK + (1) 2X6 KING STUD
JAMBS
5 1/4"x5 1/4" PSL
H4 5-1/4" x 14" LVL (3) 2x6 JACK + (1) 2X6 KING STUD
NOTE:
ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLS
WITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).
RESIDENTIALROOF
KK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Thursday, September 27, 2018 11:10:38 AMWashington StreetSalem, Massachusetts09-25-18..SEE 7/HS3.07 SEE 7/HS3.07
7 3/32" = 1'-0"
RESIDENTIAL ROOF FRAMING PLAN
KEY PLAN
(-8
1
/
4
"
)
P
(-8
1
/
4
"
)
P
(-8
1
/
4
"
)
P
(-8
1
/
4
"
)
P
(-8
1
/
4
"
)
P
(-6
3
/
4
"
)
1
(-6
3
/
4
"
)
1
(-6
3
/
4
"
)
1
(-6
3
/
4
"
)
1
(-6
3
/
4
"
)
1
(-6
3
/
4
"
)
1
(-8
1
/
4
"
)
P
(-8 1/4")P (-8 1/4")P
(-6
3
/
4
"
)
1
(-6
3
/
4
"
)
1(-6 3/4")1(-6 3/4")1(-8 1/4")P
161718192022252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.3ABCDEFIA.523H.312'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"2
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"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"7'-1112"6'-0"6'-8"SCREEN WALL(S) TOEXTEND ABOVE ROOF8'-0"
3'-
0
"10'-3"41'-6"8'-0"41'-6"8'-0"S
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W8x18TOP OF CMU BEARINGWALL ELEVATION = 78'-8"ELEVATOR HOIST BEAMELEVATION = 78'-0"HSS5x51
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30'-0"38'-0"9'-10"12'-7"7"
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F 63S4.035
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63S4.03 63S4.03MC8x21.9 CHANNELS FOR ALL ROOFTOP MOUNTED EQUIPMENT.POSITION CHANNEL WITH FLANGESDOWN AND INSIDE ROOF DECK RIBS6'-9"22'-2"13'-2"6'-9"17'-6"13'-2"13'-2"3'-3"8'-7"RTU-RET-1(809 LBS.)RTU-RET-2(809 LBS.)3'-3"20'-7"RTU-RET-3(809 LBS.)DESIGNATIONMARKC1HSS 6x6x1/4"C2C3C4COLUMN SCHEDULEHSS 6x6x3/8"HSS 6x6x1/2"HSS 6x6x5/8"DESIGNATIONMARKH25 1/4x9 1/2" LVLH35-1/4" x 11-7/8" LVLHEADER SCHEDULEDESIGNATIONMARKP2P3P4POST SCHEDULEH1(3) 2x8P1(3) 2x6(2) 2x6 JACK + (1) 2X6 KING STUD(2) 2x6 JACK + (1) 2X6 KING STUD(1) 2x6 JACK + (1) 2X6 KING STUDJAMBS5 1/4"x5 1/4" PSLH45-1/4" x 14" LVL(3) 2x6 JACK + (1) 2X6 KING STUDNOTE:ALL 18 GA. DECKING TO BE FASTENED TO WOOD FRAMED WALLSWITH #14 METAL TO WOODS SCREWS AT 12" O.C. (TYPICAL).RS3.08RESIDENTIALROOF EQUIP.FRAMING PLANKKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Thursday, September 27, 2018 11:12:16 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
09-14-18
09-25-18
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.NPLANSEE 8/HS3.08SEE 8/HS3.0883/32" = 1'-0"RESIDENTIAL ROOF EQUIPMENT FRAMING PLANKEY PLAN
N1ABEFGHIJK.7MA.5B.7D.3KOPQQ.5P.3RSTUV23468910111213141518161718192021222427252628293031323436373941424446474850515253X.1X.3Y.1Y.3Z.31ABCDEFIA.547K.6J.6W23H.3O.7Q.1R.6LM.1N.3N.4Q.7T.949U.2454340383533553'-4"4'-8"6'-0"8'-6"6'-0"6'-0"6'-8"12'-8"8'-0"4'-8"8'-0"4'-8"8'-0"12'-8"3'-8"1'-4"3'-4"1'-0"11'-8"1'-8"7'-4"9'-0"3'-8"1'-8"4'-8"4'-4"7'-0"5'-8"12'-8"9'-8"3'-4"4'-0"8'-8"2'-0"4'-4"11'-4"1'-4"12'-8"12'-8"2'-0"6'-0"4'-8"12'-8"1'-3"11'-5"3'-7"9'-1"3'-7"9'-1"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"12'-8"3'-4"4'-8"10'-1"8'-0"9'-3"6'-0"20'-4"7'-0"12'-8"6'-0"6'-8"20'-8"25'-4"28'-0"27'-0"27'-0"
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"214'-8"C.66'-10"Z.67'-
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28'-4"14'-8"16.3315.3314.014.9316.014.015.331HS1.011RS1.011HS1.011
RS
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18'-8"157'-3"
217'-11"
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N TOP OF FDN. WALLELEV. = 31'-4 3/4"TOP OF FTG.ELEV. = 13'-4"TOP OF FDN. WALLELEV. = 23'-0"WALL STEPTOP OF FDN. WALLELEV. = 32'-0"3
0
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-
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"14.023.0TOP OF WALLELEV. = 16'-8"TOP OF FTG.ELEV. = 11'-6"FOOTING STEPTOP OF FDN. WALL ELEV. = 15'-4"TOP OF FTG. ELEV. = 13'-4"20'-0"TOP OF FDN. WALLELEV. = 22'-5 1/2"TOP OF FTG.ELEV. = 13'-4"14.0TOP OF FOUNDATIONWALL ELEV. = 20'-8"WALL STEPTOP OF FOUNDATIONWALL ELEV. = 22'-5 1/2"TOP OF FTG.ELEV.= 13'-4"TOP OF INTERIOR FOOTINGELEV. = 13'-4", U.N.O.TOP OF INTERIORFOOTING ELEV. = 19'-6"24'-8"18'-0"89'-4"18'-0"12'-0"7'-11"
37.0
0
°28.8329.521.520.3326.01'-0"8"1'-0"8"1'-2"15'-4"8'-4"25'-8"
2'-0"
23'-8"
6'-
7
"
6'-
7
"F-7BP-1.25AB-1F-8BP-1.5AB-1F-8BP-1.5AB-1F-7BP-1.25AB-1F-8BP-1.5AB-1F-7BP-1.25AB-1F-8BP-1.5AB-1F-7BP-1.25AB-114.01'-10"F-7BP-1.25AB-1F-6BP-1AB-1F-7BP-1.25AB-1F-7BP-1.25AB-1F-6BP-1AB-1F-6BP-1AB-1TOP OF FDN. WALLELEV. = 22'-5 3/4"TOP OF FTG.ELEV.= 13'-4"WALL STEPF-5BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-5BP-1AB-1BP-3FAB-2P-3ABP-3FAB-2P-3AWALLSTEPTOP OF FDN. WALL ELEV. = 15'-4"TOP OF FDN. WALL ELEV. = 22'-5 3/4"BLOCK OUT FOUNDATIONWALL FOR WINDOW OPENINGSTOP OF FOOTING ELEV. = 13'-4"TOP OF WALLELEV. = 15'-4"WALL STEP55S2.065S2.0411S2.056S2.04BP-3FAB-2P-3A58S2.0718S2.0117S2.012S2.0312S2.0311S2.038S2.0356S2.0757S2.0710S2.032S2.049S2.031S2.042S2.0443S2.0644S2.0645S2.06TOP OF FDN. WALL ELEV.= 31'-4 3/4"TOP OF FDN. WALL ELEV. = 26'-0"WALL STEPEP-23 & EP-323S2.044S2.0450S2.0652S2.0653S2.064'-
0
"
10
"47S2.0646S2.0626.0F-3BP-3AB-1P-7F-7BP-5F2AB-2P-1BF-4BP-4AB-1P-1F-3BP-1AB-1P-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-5BP-1AB-1F-5BP-1AB-1F-7BP-1.25AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1F-6BP-1AB-1BP-1AB-11'-4"H-PILE TIMBER FORMBP-37AB-1P-37BP-3AB-1P-3BP-3FAB-2P-3BP-3FAB-2P-3BP-3FAB-2P-3BP-1AB-1BP-1AB-1BP-1FAB-2BP-1FAB-2BP-1FAB-2BP-1FAB-2BP-1AB-1BP-1AB-1P-11'-
4
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1'-
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"WALL STEPBP-1AB-1P-1A3
2
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1'-
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"BP-3AB-1P-71'-
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"BP-3AB-1P-7BP-4FAB-2P-649S2.0648S2.06BP-4AB-1P-1BP-3FAB-2P-3ABP-4FAB-2P-1BP-53AB-1P-7BP-4AB-1P-4BP-3FAB-2P-3A1'-
4
"1'-4"1'-4"1'-10"EP-23 & EP-32EP-23EP-23
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2EP-23 & EP-32EP-23EP-23EP-23EP-237'-5"5" THICK 3000 PSI, CONCRETE SLAB WITH6x6/W2.9xW2.9 WWM OVER 1" PAVEMENTBINDER COURSE. SUBBASE TO BEPREPARED PER GEOTECH REPORT.2'-0"CONC.RAMPCONC.PAVERPAVERCONC.CONC.PAVER
TOP OF SLAB 14'-0"SIMILAREP-23 EP-23
28'-8"6S2.03TOP OF SHELF
ELEV. = 22'-0"
TOP OF WALL
ELEV. = 23'-0"
H-PILE TIMBER
FORM
TOP OF SHELF
ELEV. = 19'-4"
TOP OF SHELF
ELEV. = 18'-0"TOP OF FTG.ELEV. = 12'-10"FTG. STEP12'-4"
TOP OF SHELF
ELEV. = 20'-8"
4'-0"
4'-0"
5'-0"6'-8"4'-0"TOP OF SHELFELEV. = 16'-8"7S2.03afafaBP-3AB-1P-351S2.0654S2.06TOP OF FOOTINGELEV. = 12'-0"TOP OF FOOTINGELEV. = 12'-0"TOP OF FOOTINGELEV. = 18'-4"(4) #5 BARS EACH WAY4'-0"x4'-0"x1'-0"SIZE (WxLxD)REINFORCINGTYPEF-4 SPREAD FOOTING SCHEDULE(5) #6 BARS EACH WAY5'-0"x5'-0"x1'-6"F-5(6) #7 BARS EACH WAY6'-0"x6'-0"x1'-6"F-6NOTE: SPACE REINFORCING BARS EVENLY, TIED IN MATS, WITH SPECIFIED NUMBER OFBARS RUNNING EACH WAY. LOCATE REINFORCING BARS WITH 3" CLEAR COVER FROMBOTTOM OF FOOTING. FOOTING CAPACITY IS BASED ON ALLOWABLE SOIL BEARINGCAPACITY OF 4,000 PSF.(3) #5 BARS EACH WAY3'-0"x3'-0"x1'-0"F-3(8) #8 BARS EACH WAY8'-0"x8'-0"x1'-10"F-83'-0"x4'-0"x1'-0"F-3x43'-3"x6'-0"x1'-6"F-3.25x6(7) #7 BARS EACH WAY7'-0"x7'-0"x1'-6"F-7(4) #6 BARS LONG WAY, EVEN SPACING(5) #5 BARS SHORT WAY, EVEN SPACING3'-3"x8'-0"x1'-6"F-3.25x8(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACING3'-6"x7'-0"x1'-6"F-3.5x7(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACING(3) #5 BARS LONG WAY, EVEN SPACING(4) #5 BARS SHORT WAY, EVEN SPACING3'-9"x8'-0"x1'-6"F-3.75x8(4) #7 BARS LONG WAY, EVEN SPACING(7) #5 BARS SHORT WAY, EVEN SPACINGSO.01OVERALLFOUNDATIONPLANKKJJDTuesday, July 31, 2018 10:27:32 AM c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
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.11/16" = 1'-0"OVERALL FOUNDATION PLANNPLAN
2'-0"1'-2"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 32" O.C.(2) #5's CONTINUOUS11/2" = 1'-0"FOUNDATION WALL AT CMUELEV. = 15'-4"TOP OF WALLELEV. = 11'-6"TOP OF FOOTING3'-10"1'-0"(2) #5's CONTINUOUSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGS61/2" = 1'-0"FOUNDATION WALL AT PIERSELEV. = 15'-4"CONCRETE SLABELEV. = 11'-6" ORTOP OF FOOTING3'-10" OR 4'-10" *SEE PLANVARIESVARIES, REFER TO SCHEDULE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(4) #6 VERTICAL DOWELS W/#3 TIES @ 12" O.C. &DOUBLE AT THE TOPTHERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"SEE FOOTINGSCHEDULE FORREINFORCING3"12"12"1'-6"HSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUT4" SLAB WITH FIBERMESH,3000 PSI CONCRETE4"ELEV. = 14'-8"TOP OF PIER1'-0"45.00°1'-0"19'-6"21'-6"1'-6"1" TYP.8"8"1" TYP.2'-6"5'-0"#5 DOWELS AT 12" O.C.(2) #5 BARS TOP ANDBOTTOM (TYPICAL)3'-6"#5 BARS AT 12" O.C. EACHWAY AT TOP AND BOTTOMOF FOOTING/SLAB3" CLEAR
7'-6" (NOT TO SCALE)2'-6"39"1'-0"7'-11" (VERIFY WITH ELEVATOR SHOP DRAWINGS)10'-0"L5x5x1/2" ELEVATOR SILL SUPPORT. PROVIDE 1/2" THREADED RODS TO6" EMBEDMENT IN HILTI HH HY 150 MAX ADHESIVE SYSTEM AT 12" O.C.COORDINATE W/ ELEVATOR CONTRACTOR (IN VIEW BEYOND)9"COLUMN GRID LINE "5"CMU WALL UP TO ROOF60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT2'-6" SQ.1'-0"1'-4"1'-0"1'-0"7'-1" (VERIFY WITH ELEVATOR SHOP DRAWINGS)1/4"2"8"12'-0"1" TYP.2'-6" SQ.1" TYP.
5'-0" PIT DEPTH
L5x5x1/2" ELEVATOR SILL SUPPORT. PROVIDE 1/2" THREADEDRODS w/ 6" EMBEDMENT IN HILTI HIT HY 200 MAX ADHESIVESYSTEM AT 12" O.C. COORDINATE W/ ELEVATOR CONTRACTOR.3'-6"1'-0"1'-0"V.I.F.5"1'-0"W8x103/8"x6"x8" WELDPLATE W/(2) 1/2"x4" EWSSECTION @ W8x10ELEV. = 15'-4"FINISH FLOOR / TOP OF WALLELEV. = 15'-4"FINISH FLOOR / TOP OF WALLELEV. = 10'-4"TOP OF FOOTING17'-8" (NOT TO SCALE)15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONECOLUMN GRID LINE "L"CMU WALL UP TO ROOF60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT4" SLAB WITH FIBERMESH,3000 PSI CONCRETEELEV. = 10'-4"TOP OF FOOTING1'-0"
3" CLEAR
#5 DOWELS AT 12" O.C.#5 BARS AT 12" O.C. EACHWAY AT TOP AND BOTTOMOF FOOTING/SLAB101/2" = 1'-0"ELEVATOR FOUNDATION WITH SUMP PIT91/2" = 1'-0"ELEVATOR FOUNDATION WITH SUMP PIT2'-5"5'-1"CONTINUOUS PVCWATERSTOPTYPICALELEV. = 14'-8"TOP OF WALL / BEAM POCKETELEV. = 14'-4"TOP OF WALL#5 DOWELS AT 12" O.C.(2) #5 BARS TOP ANDBOTTOM (TYPICAL)39"9"2'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 15'-4"TOP OF WALLELEV. = 11'-6" ORTOP OF FOOTING3'-10"1'-0"THERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"ELEV. = 14'-8"TOP OF SHELFORELEV. = 14'-0"*SEE PLAN(2) #5's CONTINUOUS2'-0"1'-2"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 32" O.C.(2) #5's CONTINUOUSELEV. = 16'-8"TOP OF WALLELEV. = 11'-6"TOP OF FOOTING5'-2"1'-0"(2) #5's CONTINUOUSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSTHERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"54"CMU WALL UP TOELEVATION 31'-4"60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT2'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUS31/2" = 1'-0"FOUNDATION WALL AT DOOR DROPELEV. = 14'-8"TOP OF WALLELEV. = 11'-6"TOP OF FOOTING3'-2"1'-0"(2) #5's CONTINUOUSR-5 THERMAL BREAK#5 18"x18" BARS 12" O.C. INTO SLAB4" SLAB WITH FIBERMESH,3000 PSI CONCRETE412"6"34"1'-2"#5x30" BARS 12" O.C. INTO SLABAND WALKWAY AT MID DEPTHWALKWAY, REFER TOCIVIL DRAWINGS18"18"8"ELEV. = 15'-4"CONCRETE SLAB21/2" = 1'-0"FOUNDATION WALL AT CMU2'-0"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 15'-4"TOP OF WALLELEV. = 10'-6"TOP OF FOOTING4'-10"1'-0"(2) #5's CONTINUOUSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSTHERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"71/2" = 1'-0"FOUNDATION WALL AT STOREFRONTCMU WALL UP TOELEVATION 31'-4"60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT41/2" = 1'-0"FOUNDATION WALL AT SHELF2'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 15'-4"CONCRETE SLABELEV. = 11'-6" ORTOP OF FOOTING3'-10" OR 4'-10" *SEE PLAN1'-0"SIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSTHERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"ELEV. = 14'-0"TOP OF SHELFORELEV. = 14'-8"*SEE PLAN(2) #5's CONTINUOUS51/2" = 1'-0"FOUNDATION WALL AT SHELFELEV. = 14'-8"TOP OF WALL4"4"ELEV. = 14'-0"TOP OF SHELFORELEV. = 14'-8"*SEE PLANSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSELEV. = 10'-6"*SEE PLANELEV. = 10'-6"*SEE PLANELEV. = 10'-6"*SEE PLAN81/2" = 1'-0"EXTERIOR PIER DETAILELEV. = 14'-0"TOP OF PIERELEV. = 10'-6"TOP OF FOOTING3'-6"VARIES
VARIES, REFER TO SCHEDULE(4) #6 VERTICAL DOWELSW/ #3 TIES @ 12" O.C. &DOUBLE AT THE TOPSEE FOOTINGSCHEDULE FORREINFORCING3"12"HSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUT12"2'-0"CMU WALL UP TO ROOF60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT4" SLAB WITH FIBERMESH,3000 PSI CONCRETEGRANITE TREADSPAVERSPAVERS2" EXTRUDEDPOLYSTYRENEPAVERS2" EXTRUDEDPOLYSTYRENEW8x102'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 15'-4"TOP OF WALLELEV. = 10'-6"TOP OF FOOTING4'-10"1'-0"THERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"(2) #5's CONTINUOUSPAVERS111/2" = 1'-0"FOUNDATION WALL ADJACENT ELEVATORCOLUMN GRID LINE "5"45.00°2'-0"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 14'-4"TOP OF WALLELEV. = 10'-6"TOP OF FOOTING3'-10"1'-0"6"34"PAVERS(2) #5's CONTINUOUS121/2" = 1'-0"FOUNDATION WALL VALETPAVERS2'-0"8"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 13'-4"TOP OF WALLELEV. = 10'-6"TOP OF FOOTING2'-10"1'-0"6"34"(2) #5's CONTINUOUS131/2" = 1'-0"FOUNDATION WALL VALET O.H. DOORPAVERS2'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.ELEV. = 15'-4"TOP OF WALLELEV. = 13'-4"TOP OF FOOTING2'-0"1'-0"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"24"(2) #5's CONTINUOUSPAVERS141/2" = 1'-0"FOUNDATION WALL ADJACENT ELEVATORCOLUMN GRID LINE(2) #5's CONTINUOUS2'-0"8"ELEV. = 15'-4"TOP OF WALLELEV. = 13'-4"TOP OF FOOTING(2) #5's CONTINUOUSPAVERS(2) #5's CONTINUOUS(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSCOLUMN GRID LINE "M"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"6"24"PAVER RAMP24"6'-4"1'-0"2'-0"151/2" = 1'-0"FOUNDATION WALL ACROSS RAMP(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSCOLUMN GRID LINE "7"4" SLAB WITH FIBERMESH,3000 PSI CONCRETESLOPE2"5'-2"4"1'-0"6"24"4"14'-0" (N.T.S.)SLOPE1:12 MAX.1'-6"1'-2"ELEV. = 15'-4"TOP OF WALLELEV. = 13'-4"TOP OF FOOTING2'-0"1'-0"161/2" = 1'-0"FOUNDATION WALL ALONG RAMP2'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.ELEV. = 15'-4"TOP OF WALLELEV. = 13'-4"TOP OF FOOTING2'-0"1'-0"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"24"5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETE171/2" = 1'-0"FOUNDATION WALLCOLUMN GRID LINE "7"(2) #5's CONTINUOUS(2) #5's CONTINUOUS4"4"4"4"4"181/2" = 1'-0"FOUNDATION WALL AT PIERSELEV. = 15'-4"CONCRETE SLABELEV. = 13'-4"TOP OF FOOTING2'-0"VARIES
VARIES, REFER TO SCHEDULE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE(4) #6 VERTICAL DOWELSW/ #3 TIES @ 12" O.C. &DOUBLE AT THE TOPSEE FOOTINGSCHEDULE FORREINFORCING3"12"12"1'-0"HSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUT4" SLAB WITH FIBERMESH,3000 PSI CONCRETE4"5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETE1'-4"±
4"±
8"±
1'-4"±
1'-4"±
1'-4"
1'-4"2'-0"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.ELEV. = 16'-8"TOP OF WALLELEV. = 13'-4"TOP OF FOOTING3'-4"1'-0"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"191/2" = 1'-0"FOUNDATION WALL ADJACENT RAMPCMU WALL UP TOELEVATION 31'-4"60" LONG #5's @ 32" O.C.WITH 30" EMBEDMENT(2) #5's CONTINUOUS(2) #5's CONTINUOUSVARIESELEV. = 15'-4"HOTEL FLOOR SLAB4"5"
8"
9"
9"1'-6"PROVIDE 18" DEEPFOOTING ALONG GRIDLINE "1" TO MATCHSPREAD FOOTINGS8"10"ELEV. = 14'-4"TOP OF WALL2" PAVEMENTBINDER COURSE5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETEHENRY HE787 ELASTOMULSIONWATERPROOFING OR EQUALHENRY HE787ELASTOMULSIONWATERPROOFINGOR EQUALHENRY HE787 ELASTOMULSIONWATERPROOFING OR EQUAL2" PAVEMENTBINDER COURSE1" PAVEMENTBINDER COURSE1" PAVEMENTBINDER COURSE1" PAVEMENTBINDER COURSE2" PAVEMENTBINDER COURSE2" PAVEMENT BINDER COURSE2" PAVEMENT BINDER COURSES2.01FOUNDATIONDETAILSKKJJDTuesday, July 31, 2018 10:32:49 AM c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
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2'-0"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENEELEV. = 16'-4"TOP OF WALLELEV. = 10'-6"TOP OF FOOTING5'-10"1'-0"THERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE6"34"11/2" = 1'-0"FOUNDATION WALL AT VALET TURN AROUND(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSPAVERS2'-4"±2'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENEELEV. = 16'-4"TOP OF WALLELEV. = 10'-6" ORTOP OF FOOTING5'-10" OR 4'-10" *SEE PLAN1'-0"SIDEWALK, REFERTO CIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE6"34"ELEV. = 14'-4"TOP OF SHELF(2) #5's CONTINUOUS21/2" = 1'-0"FOUNDATION WALL AT SHELF(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUS4"VARIES1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENEELEV. = 16'-4"CONCRETE SLAB5'-10" OR 4'-2" *SEE PLAN1'-0"SIDEWALK, REFERTO CIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE6"34"ELEV. = 14'-4"TOP OF SHELF(2) #5's CONTINUOUS31/2" = 1'-0"FOUNDATION WALL AT SHELF(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUS4"VARIES
ELEV. = 11'-6"*SEE PLAN41/2" = 1'-0"FOUNDATION WALL AT PIERSELEV. = 16'-4"CONCRETE SLAB5'-2" OR 4'-2" *SEE PLANVARIES
VARIES, REFER TO SCHEDULE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(4) #6 VERTICAL DOWELS W/#3 TIES @ 12" O.C. &DOUBLE AT THE TOPSEE FOOTINGSCHEDULE FORREINFORCING3"12"12"1'-6"HSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUTFUTURE 4" SLAB WITH FIBERMESH,3000 PSI CONCRETE4"ELEV. = 15'-8"TOP OF PIERELEV. = 14'-4"TOP OF SHELFORELEV. = 15'-0"*SEE PLANORELEV. = 15'-0"*SEE PLANORELEV. = 15'-0"*SEE PLANVARIESSIDEWALK, REFERTO CIVIL DRAWINGS2'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 16'-4"TOP OF WALLELEV. = 12'-6"TOP OF FOOTING4'-0"1'-0"SIDEWALK, REFERTO CIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE6"34"51/2" = 1'-0"FOUNDATION WALL AT STOREFRONT(2) #5's CONTINUOUS4"5"61/2" = 1'-0"EXTERIOR PIER DETAILELEV. = 15'-0"TOP OF PIERELEV. = 11'-6"TOP OF FOOTING3'-6"VARIESVARIES, REFER TO SCHEDULE(4) #6 VERTICAL DOWELSW/ #3 TIES @ 12" O.C. &DOUBLE AT THE TOPSEE FOOTINGSCHEDULE FORREINFORCING3"12"HSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUT12"2'-0"GRANITE TREADSGRANITE TREADS1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 18'-4" ORTOP OF WALL5'-10" OR 5'-2" OR 4'-6" *SEE PLAN1'-0"SIDEWALK, REFERTO CIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE6"34"71/2" = 1'-0"FOUNDATION WALL AT STOREFRONT(2) #5's CONTINUOUS6"1'-1" OR 1'-9" OR 2'-5"ELEV. = 16'-4"CONCRETE SLAB81/2" = 1'-0"FOUNDATION WALL AT PIERSELEV. = 17'-8" ORTOP OF WALL5'-2" OR 4'-6" *SEE PLANVARIES
VARIES, REFER TO SCHEDULE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(4) #6 VERTICAL DOWELS W/#3 TIES @ 12" O.C. &DOUBLE AT THE TOPSEE FOOTINGSCHEDULE FORREINFORCING3"12"12"1'-6"HSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUTFUTURE 4" SLAB WITH FIBERMESH,3000 PSI CONCRETE4"ELEV. = 15'-8"TOP OF PIERSIDEWALK, REFERTO CIVIL DRAWINGSELEV. = 17'-8" ORELEV. = 17'-0"*SEE PLANELEV. = 17'-0"*SEE PLANELEV. = 16'-4"CONCRETE SLAB2'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDEDPOLYSTYRENEELEV. = 20'-4"TOP OF WALL7'-10"1'-0"SIDEWALK, REFERTO CIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSI CONCRETE6"34"ELEV. = 18'-4"TOP OF SHELF(2) #5's CONTINUOUS91/2" = 1'-0"FOUNDATION WALL AT SHELF(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUS4"VARIES8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 20'-4"TOP OF WALL3'-10"1'-0"(2) #5's CONTINUOUSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE6"34"101/2" = 1'-0"FOUNDATION WALL8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 20'-4"TOP OF WALL3'-10"1'-0"(2) #5's CONTINUOUSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE6"34"111/2" = 1'-0"FOUNDATION WALL AT STOREFRONT4"5"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(4) #6 VERTICAL DOWELS W/#3 TIES @ 12" O.C. &DOUBLE AT THE TOP121/2" = 1'-0"FOUNDATION WALLVARIES, REFER TO SCHEDULE12"12"52"ELEV. = 20'-4"TOP OF WALL3'-10"VARIES SIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSSEE FOOTINGSCHEDULE FORREINFORCINGHSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUT4" SLAB WITH FIBERMESH,3000 PSI CONCRETE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 21'-0"TOP OF WALLELEV. = 16'-6"TOP OF FOOTING4'-6"1'-0"(2) #5's CONTINUOUSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE6"34"131/2" = 1'-0"FOUNDATION WALL2'-0"8"9" CRUSHED STONE2" EXTRUDED POLYSTYRENEELEV. = 23'-0"TOP OF WALL3'-10" OR 4'-10" *SEE PLAN1'-0"(2) #5's CONTINUOUSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"6"34"141/2" = 1'-0"FOUNDATION WALL8"(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUS8"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE151/2" = 1'-0"FOUNDATION WALL AT PIERVARIES, REFER TO SCHEDULE12"12"52"ELEV. = 23'-0"TOP OF WALL3'-10"VARIES
SIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSSEE FOOTINGSCHEDULE FORREINFORCINGHSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUTFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"ORELEV. = 21'-6"*SEE PLANORELEV. = 21'-6"*SEE PLANORELEV. = 21'-6"*SEE PLANELEV. = 21'-6"FUTURE SLABOR ELEV. = 24'-0"*SEE PLANELEV. = 21'-6"FUTURE SLAB(4) #6 VERTICAL DOWELS W/#3 TIES @ 12" O.C. &DOUBLE AT THE TOP2'-0"8"9" CRUSHED STONEELEV. = 25'-0"TOP OF WALL3'-10" OR 5'-10" *SEE PLAN1'-0"(2) #5's CONTINUOUSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"6"34"161/2" = 1'-0"FOUNDATION WALL(2) #5's CONTINUOUSFUTURE SLAB ELEV. = 21'-6"#5 DOWELS @ 12" O.C.(2) #5's CONTINUOUS8"ELEV. = 26'-0"TOP OF WALL4'-10" OR 6'-10" *SEE PLAN1'-0"SIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGS(2) #5's CONTINUOUSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"6"34"171/2" = 1'-0"FOUNDATION WALL2'-0"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 26'-0"TOP OF WALLELEV. = 22'-2"TOP OF FOOTING3'-10"1'-0"SIDEWALK, REFERTO CIVIL DRAWINGSTHERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"181/2" = 1'-0"FOUNDATION WALL AT STOREFRONT(2) #5's CONTINUOUS4"5"191/2" = 1'-0"FOUNDATION WALL AT PIERSELEV. = 26'-0"CONCRETE SLABELEV. = 22'-2"TOP OF FOOTING3'-10"VARIESVARIES, REFER TO SCHEDULE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(4) #6 VERTICAL DOWELS W/#3 TIES @ 12" O.C. &DOUBLE AT THE TOPSEE FOOTINGSCHEDULE FORREINFORCING3"12"12"1'-1"HSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUT4" SLAB WITH FIBERMESH,3000 PSI CONCRETEELEV. = 25'-7"TOP OF PIERSIDEWALK, REFERTO CIVIL DRAWINGS2'-0"1'-2"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 26'-0"TOP OF WALLELEV. = 22'-2"TOP OF FOOTING3'-10"1'-0"COLUMN GRID LINE "X.1"THERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"(2) #5's CONTINUOUS201/2" = 1'-0"FOUNDATION WALL AT ELECTRIC ROOMSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGS4'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE#5 DOWELS @ 12" O.C.(4) #5's CONTINUOUSELEV. = 26'-0"TOP OF WALLELEV. = 21'-0"TOP OF FOOTING5'-0"1'-0"COLUMN GRID LINE "34"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE9"39"211/2" = 1'-0"FOUNDATION WALL AT SLAB TRANSITIONELEV. = 20'-4"FUTURE SLABFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE15 MIL VAPORRETARDER, LAPJOINTS MINIMUM 10"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONEELEV. = 32'-0"TOP OF WALLELEV. = 25'-2"TOP OF FOOTING6'-10"1'-0"COLUMN GRID LINE "39"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE#5's @ 12" O.C.HORIZONTAL#5's @ 12" O.C.VERTICAL221/2" = 1'-0"FOUNDATION WALL AT SLAB TRANSITION#5 DOWELS @ 12" O.C.4" SLAB WITH FIBERMESH,3000 PSI CONCRETE15 MIL VAPORRETARDER, LAPJOINTS MINIMUM 10"9" CRUSHEDSTONE(4) #5's CONTINUOUS4"Ø PERFORATEDPVC PIPE2"10"2'-0"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE(2) #5's CONTINUOUS#4 DOWELS @ 18" O.C.ELEV. = 23'-0"TOP OF WALL2'-0"1'-0"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"24"(2) #5's CONTINUOUS231/2" = 1'-0"FOUNDATION WALL ADJACENT ELEVATOR(2) #5's CONTINUOUSELEV. = 21'-6"FUTURE SLABELEV. = 21'-0"TOP OF FOOTINGELEV. = 21'-6"FUTURE SLAB1'-0"2'-0"1'-6"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENEELEV. = 32'-0"TOP OF WALLELEV. = 22'-2" ORTOP OF FOOTING9'-10" OR 7'-10" *SEE PLAN1'-2"THERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE12"48"241/2" = 1'-0"FOUNDATION WALL AT 32.01'-0"2'-6"ELEV. = 24'-2"*SEE PLANCARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUALFILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONE#6 DOWELS @12" O.C.#5 @ 12" EACHWAY AT TOP#5's @ 12" O.C.HORIZONTAL#5's @ 12" O.C.VERTICALEXISTING GRADEDURINGCONSTRUCTION*VARIESFINISH GRADEAFTERCONSTRUCTION15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDEDPOLYSTYRENEELEV. = 32'-0"TOP OF WALL9'-10" OR 7'-10" *SEE PLAN
THERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE251/2" = 1'-0"FOUNDATION WALL AT 32.0#5's @ 12" O.C.HORIZONTAL#5's @ 12" O.C.VERTICALEXISTING GRADEDURINGCONSTRUCTION*VARIESPAVERS ATRESIDENTIAL ENTRY4"5"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENEELEV. = 32'-0"TOP OF WALLELEV. = 26'-2"TOP OF FOOTING5'-10"THERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE261/2" = 1'-0"FOUNDATION WALL AT 32.0EXISTING GRADEDURINGCONSTRUCTION*VARIESFINISH GRADEAFTERCONSTRUCTION15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDEDPOLYSTYRENEELEV. = 32'-0"TOP OF WALLELEV. = 26'-2"TOP OF FOOTING5'-10"THERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE271/2" = 1'-0"FOUNDATION WALL AT 32.0PAVERS ATRESIDENTIAL ENTRY4"5"EXISTING GRADEDURINGCONSTRUCTION*VARIES#5 DOWELS @ 12" O.C.(4) #5's CONTINUOUS2'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 32'-0"TOP OF WALLELEV. = 28'-2"TOP OF FOOTING3'-10"1'-0"THERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"(2) #5's CONTINUOUS281/2" = 1'-0"FOUNDATION WALL AT 32.0SIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGS2'-0"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 32'-0"TOP OF WALLELEV. = 28'-2"TOP OF FOOTING3'-10"1'-0"THERMAL BREAK4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"(2) #5's CONTINUOUS#5x30" BARS 12" O.C.INTO SLAB291/2" = 1'-0"FOUNDATION WALL AT 32.0#5x30" BARS 12" O.C.INTO SLAB ANDWALKWAY AT MID DEPTHWALKWAY, REFER TOCIVIL DRAWINGS12"18"FILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPEELEV. = 10'-6" ORTOP OF FOOTINGELEV. = 11'-6"*SEE PLANFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPE2'-0"ELEV. = 10'-6" ORTOP OF FOOTINGELEV. = 11'-6"*SEE PLANFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPEFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPE2'-0"ELEV. = 12'-6"TOP OF FOOTINGFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPEELEV. = 12'-6"TOP OF FOOTINGFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPEELEV. = 12'-6"TOP OF FOOTINGFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPE2'-0"ELEV. = 16'-6" ORTOP OF FOOTINGELEV. = 17'-8"*SEE PLANFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPE2'-0"ELEV. = 16'-6" ORTOP OF FOOTINGELEV. = 17'-8"*SEE PLANFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPEELEV. = 16'-6" ORTOP OF FOOTINGELEV. = 17'-8"*SEE PLANFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPEFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPEELEV. = 19'-2"TOP OF FOOTINGFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPE2'-0"ELEV. = 21'-2" ORTOP OF FOOTINGELEV. = 19'-2"*SEE PLANFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPE#5 DOWELS @ 12" O.C.(2) #5's CONTINUOUS2'-0"9" CRUSHED STONE(2) #5's CONTINUOUSFUTURE SLAB ELEV. = 21'-6"ELEV. = 21'-2" ORTOP OF FOOTINGELEV. = 19'-2"*SEE PLANFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPEFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPEELEV. = 19'-2"TOP OF FOOTINGNOTE:AT 5'-10" TALLFOUNDATION WALLPROVIDE MAT BARSAS FOLLOWS:#5 BARS @ 12" O.C.HORIZONTAL#5 BARS @ 12" O.C.VERTICAL1'-0"1'-0"2'-0"4'-0"9"39"5'-0"1'-6"ELEV. = 22'-2" ORTOP OF FOOTING1'-2"12"48"1'-0"2'-6"ELEV. = 24'-2"*SEE PLAN#6 DOWELS @12" O.C.#5 @ 12" EACHWAY AT TOP5'-0"1'-0"1'-0"2'-0"4'-0"9"39"#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICAL1'-0"#5 DOWELS @ 12" O.C.(4) #5's CONTINUOUS1'-0"1'-0"2'-0"4'-0"9"39"#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICAL1'-0"3"NOTE:AT 6'-10" TALL FOUNDATION WALLPROVIDE MAT BARS AS FOLLOWS:#5 BARS @ 12" O.C. HORIZONTAL#5 BARS @ 12" O.C. VERTICAL2"
3"
3"
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8"#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICALHENRY HE787HENRY HE787HENRY HE787HENRY HE787HENRY HE787HENRY HE787HENRY HE787HENRY HE787HENRYHE787HENRY HE787HENRY HE787S2.02FOUNDATIONDETAILSKKJJDTuesday, July 31, 2018 10:33:42 AM c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
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6 1/4" ELEVATEDCONCRETE FLOOR SLABTHERMAL BREAKFASTEN DECK TO WALL W/0.145" P.A.F. @ 12" O.C.ELEV. = 23'-0"TOP OF WALL614"6"FINISH GRADE#5 18"x18" DOWELS @24" O.C. - FIELD BEND#5 BARS @ 12"O.C. VERTICAL#5 BARS @ 12" O.C.HORIZONTAL1'-4"#5's @ 12" O.C.H-PILE WITH TIMBERFORMS TO REMAININ PLACEPREPRUFE 300RWATERPROOFINGMEMBRANE TO BEAPPLIED CONTINUOUSALONG INSIDE FACEOF TIMBER FORMS,H-PILE AND LAGGINGCUT PILE 8"BELOW GRADE.ELEV. = 14'-0"TOP OF SLABELEV. = 13'-4"TOP OF FOOTING8"8'-53 4"11/2" = 1'-0"FOUNDATION WALL ADJACENT ENTRY DRIVE2'-0"1'-0"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 16'-8"TOP OF WALLELEV. = 12'-10"TOP OF FOOTING3'-10"1'-0"SIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGS6"34"5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETE(2) #5's CONTINUOUS6"SLOPEELEV. = 16'-0"TOP OF SLOPE21/2" = 1'-0"FOUNDATION WALL ADJACENT ENTRY DRIVE2'-0"1'-0"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 16'-0"TOP OF SLABELEV. = 12'-10"TOP OF FOOTING3'-2"1'-0"SIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGS6"34"5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETE(2) #5's CONTINUOUS#5 18"x18" BARS12" O.C. INTO SLAB6"SLOPEWALL BEYOND18"18"VARIES
2'-0"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 16'-2"TOP OF SLABELEV. = 12'-10"TOP OF FOOTING2'-6"1'-0"SIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGS6"34"#5 18"x18" BARS 12" O.C.INTO SLAB18"18"ELEV. = 15'-4"TOP OF WALL10"CAST IN PLACECONCRETE STAIRSNON-SLIP CAST METALSTAIR NOSING EMBEDDEDINTO CAST IN PLACE STAIR#4 BARS AT 12" O.C.AT MID-DEPTH OF6" DEPTH EACH WAY1" TYP.11"TYP.612"
TYP.2"TYP.2'-2"THERMAL BREAK4" SLAB WITH WWM,3000 PSI CONCRETE6"
MI
N
.4'-9"2'-0"8"#4 NOSING BARS AT1 1/2" CLEAR COVER(2) #5's CONTINUOUSELEV. = 14'-0"CONCRETE SLAB2'-0"4'-0"2'-0"RAMP4" SLAB WITH WWM,3000 PSI CONCRETE9" CRUSHED STONE(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUS6"VARY2'-0"RAMPVARIES
8"5'-4"8"9" CRUSHED STONE(2) #5's CONTINUOUS(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETEELEV. = 14'-0"CONCRETE SLAB31/2" = 1'-0"FOUNDATION WALL AT EGRESS STEPS41/2" = 1'-0"FOUNDATION WALL AT EGRESS SLAB51/2" = 1'-0"FOUNDATION WALL AT EDGE OF RAMP3"1'-0"39"39"9"9"61/2" = 1'-0"FOUNDATION RETAINING WALL LINE "W"ELEV. = 23'-0"TOP OF WALL614"6"FINISH GRADE1'-4"CUT PILE 8"
BELOW GRADE
.ELEV. = 14'-0"TOP OF SLABELEV. = 13'-4"TOP OF FOOTING8"8'-53 4"71/2" = 1'-0"FOUNDATION RETAINING WALL LINE "W"6 1/4" ELEVATEDCONCRETE FLOOR SLABHSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUTELEV. = 22'-5 3/4"TOP OF WALL614"ELEV. = 22'-5 3/4"TOP OF WALL614"ELEV. = 23'-0"CONCRETE SLAB614"PAVEMENT#5 BARS @ 12"O.C. VERTICAL#5 BARS @ 12" O.C.HORIZONTAL1'-4".ELEV. = 14'-0"TOP OF SLABELEV. = 13'-4"TOP OF FOOTING8"8'-53 4"81/2" = 1'-0"FOUNDATION RETAINING WALL LINE "W"6 1/4" ELEVATEDCONCRETE FLOOR SLABELEV. = 22'-5 3/4"TOP OF WALL614"ELEV. = 13'-4"TOP OF FOOTING7 1/4" ELEVATEDCONCRETE FLOOR SLAB91/2" = 1'-0"FOUNDATION RETAINING WALLELEV. = 32-0"CONCRETE SLAB714"10"FINISH GRADEFASTEN DECK TO WALL W/0.145" P.A.F. @ 12" O.C.#5 18"x18" DOWELS @24" O.C. - FIELD BENDELEV. = 14'-0"CONCRETE SLAB3"6"ELEV. = 31-4 3/4"TOP OF WALL9"9"39"ELEV. = 23-0"CONCRETE SLAB6 1/4" ELEVATEDCONCRETE FLOOR SLAB614"
18'-8"
9'-0"8'-43 4"8"714"#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICALSHEET PILE 8"
BELOW GRADE
1'-4"1'-4"1'-4"WALL3'-0" TOE1'-4" WALLDECK SUPPORT L3x3x5/16" ANGLEBOLTED TO FOUNDATION WALLAT 24" O.C.USING 3/4" HILTI KWIKBOLT TZ WITH 3 9/16" NOMINALEMBEDMENT. KWIK BOLT TO BETYPE 316 STAINLESS STEELELEV. = 13'-4"TOP OF FOOTING7 1/4" ELEVATEDCONCRETE FLOOR SLAB101/2" = 1'-0"FOUNDATION RETAINING WALLELEV. = 32-0"CONCRETE SLAB714"PAVEMENTFASTEN DECK TO WALL W/0.145" P.A.F. @ 12" O.C.#5 18"x18" DOWELS @24" O.C. - FIELD BENDELEV. = 14'-0"CONCRETE SLABELEV. = 31-4 3/4"TOP OF WALLELEV. = 23-0"CONCRETE SLAB6 1/4" ELEVATEDCONCRETE FLOOR SLAB614"
18'-8"9'-0"8'-43 4"8"714"1'-4"H-PILE WITH TIMBER FORMS TOREMAIN IN PLACEPREPRUFE 300RWATERPROOFING MEMBRANETO BE APPLIED CONTINUOUSALONG INSIDE FACE OF TIMBERFORMS, H-PILE AND LAGGING.ELEV. = 23'-0"CONCRETE SLAB614"4"FINISH GRADE1'-4"SHEET PILE 8"
BELOW GRADE
.ELEV. = 14'-0"TOP OF SLABELEV. = 13'-4"TOP OF FOOTING8"8'-53 4"9"111/2" = 1'-0"FOUNDATION RETAINING WALL LINE "W"6 1/4" ELEVATEDCONCRETE FLOOR SLABHSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUTELEV. = 22'-5 3/4"TOP OF WALL614"1'-0"ELEV. = VARIESMASONRY SHELF*SEE PLAN6 1/4" ELEVATEDCONCRETE FLOOR SLABFASTEN DECK TO WALL W/0.145" P.A.F. @ 12" O.C.ELEV. = 23'-0"CONCRETE SLAB614"#5 18"x18" DOWELS @24" O.C. - FIELD BENDELEV. = 14'-0"TOP OF SLABELEV. = 13'-4"TOP OF FOOTING8"8'-53 4"121/2" = 1'-0"FOUNDATION RETAINING WALL LINE "W"ELEV. = 22'-5 3/4"TOP OF WALL614"#5 BARS @ 12"O.C. VERTICAL#5 BARS @ 12" O.C.HORIZONTAL4"FINISH GRADE1'-4"SHEET PILE 8"
BELOW GRADE
.ELEV. = VARIESMASONRY SHELF*SEE PLANELEV. = 12'-10"TOP OF FOOTING9'-8"2'-0"8"9" CRUSHED STONE2" EXTRUDED POLYSTYRENEELEV. = 18'-4"TOP OF WALL5'-10"1'-0"(2) #5's CONTINUOUSSIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSTHERMAL BREAKFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"6"34"131/2" = 1'-0"FOUNDATION WALL(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSELEV. = 21'-6"FUTURE SLABELEV. = 19'-2"TOP OF FOOTINGFILTER FABRIC, MIRAFI140N OR EQUAL TOWRAP STONE4"Ø PERFORATEDPVC PIPE8"9" CRUSHED STONE2" EXTRUDED POLYSTYRENE141/2" = 1'-0"FOUNDATION WALL AT PIERVARIES, REFER TO SCHEDULE12"12"52"ELEV. = 18'-4"TOP OF WALL5'-10"VARIES SIDEWALK OR FINISHGRADE, REFER TOCIVIL DRAWINGSSEE FOOTINGSCHEDULE FORREINFORCINGHSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUTFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"ELEV. = 16'-4"FUTURE SLAB(4) #6 VERTICAL DOWELS W/#3 TIES @ 12" O.C. &DOUBLE AT THE TOPFILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONEELEV. = 12'-6"TOP OF FOOTING4"Ø PERFORATEDPVC PIPE6"34"6"34"8"#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSE4"Ø PERFORATED PVC PIPECRUSHED STONEFILTER FABRIC,MIRAFI 140N OR EQUALTO WRAP STONE#5's @ 12" O.C.3"
1'-0"
39"
39"9"9"1'-4"1'-4"WALL#5 DOWELS AT EACH CORNER OF CAGE5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSE4"Ø PERFORATED PVC PIPECRUSHED STONEFILTER FABRIC,MIRAFI 140N OR EQUALTO WRAP STONEH-PILE WITH TIMBERFORMS TO REMAININ PLACEPREPRUFE 300RWATERPROOFINGMEMBRANE TO BEAPPLIED CONTINUOUSALONG INSIDE FACEOF TIMBER FORMS,H-PILE AND LAGGING1'-4".ELEV. = 13'-4"TOP OF FOOTING#5's @ 12" O.C.3"
1'-0"
39"
39"9"9"1'-4"1'-4"WALL#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSE4"Ø PERFORATED PVC PIPECRUSHED STONEFILTER FABRIC,MIRAFI 140N OR EQUALTO WRAP STONEH-PILE WITH TIMBERFORMS TO REMAININ PLACEPREPRUFE 300RWATERPROOFINGMEMBRANE TO BEAPPLIED CONTINUOUSALONG INSIDE FACEOF TIMBER FORMS,H-PILE AND LAGGINGEP-23, EMBEDDED PLATEFASTEN DECK TO WALL W/0.145" P.A.F. @ 12" O.C.#5 18"x18" DOWELS @24" O.C. - FIELD BEND39"#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSE4"Ø PERFORATED PVC PIPECRUSHED STONE#5's @ 12" O.C.FILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONE1'-0"H-PILE WITH TIMBER FORMSTO REMAIN IN PLACEPREPRUFE 300RWATERPROOFINGMEMBRANE TO BE APPLIEDCONTINUOUS ALONG INSIDEFACE OF TIMBER FORMS,H-PILE AND LAGGINGDECK SUPPORT L3x3x5/16" ANGLEBOLTED TO FOUNDATION WALLAT 24" O.C.USING 3/4" HILTI KWIKBOLT TZ WITH 3 9/16" NOMINALEMBEDMENT. KWIK BOLT TO BETYPE 316 STAINLESS STEEL3"9"9"39"3'-0" TOE1'-4" WALL39"#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSE4"Ø PERFORATED PVC PIPECRUSHED STONE#5's @ 12" O.C.FILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONE1'-0"#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICAL(4) #6 VERTICAL W/ #3 TIES@ 12" O.C. & DOUBLE ATTHE TOP9"#5's @ 12" O.C.3"1'-4"1'-4"WALL#5 DOWELS AT EACH CORNER OF CAGE5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSE4"Ø PERFORATED PVC PIPECRUSHED STONEFILTER FABRIC,MIRAFI 140N OR EQUALTO WRAP STONEH-PILE WITH TIMBERFORMS TO REMAININ PLACEPREPRUFE 300RWATERPROOFINGMEMBRANE TO BEAPPLIED CONTINUOUSALONG INSIDE FACEOF STEEL PILE(4) #6 VERTICAL W/ #3 TIES@ 12" O.C. & DOUBLE ATTHE TOP#5's @ 12" O.C.3"
1'-0"
39"
39"9"9"1'-4"1'-4"WALL#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSE4"Ø PERFORATED PVC PIPECRUSHED STONEFILTER FABRIC,MIRAFI 140N OR EQUALTO WRAP STONEH-PILE WITH TIMBERFORMS TO REMAININ PLACEPREPRUFE 300RWATERPROOFINGMEMBRANE TO BEAPPLIED CONTINUOUSALONG INSIDE FACEOF STEEL PILE2"6 1/4" ELEVATEDCONCRETE FLOOR SLABFASTEN DECK TO WALL W/0.145" P.A.F. @ 12" O.C.ELEV. = 23'-0"CONCRETE SLAB614"#5 12"x12" DOWELS @24" O.C. - FIELD BENDELEV. = 14'-0"TOP OF SLABELEV. = 13'-4"TOP OF FOOTING8"4'-0"151/2" = 1'-0"FOUNDATION RETAINING WALL LINE "W"ELEV. = 22'-5 3/4"TOP OF WALL614"#5 BARS @ 12" O.C. VERTICAL#5 BARS @ 12" O.C. HORIZONTAL4"1'-4".ELEV. = 18'-0"WINDOW SILL#5's @ 12" O.C.3"1'-0"39"39"9"9"1'-4"1'-4"WALL#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSE4"Ø PERFORATED PVC PIPECRUSHED STONEFILTER FABRIC,MIRAFI 140N OR EQUALTO WRAP STONEH-PILE WITH TIMBERFORMS TO REMAININ PLACEPREPRUFE 300RWATERPROOFINGMEMBRANE TO BEAPPLIED CONTINUOUSALONG INSIDE FACEOF TIMBER FORMS,H-PILE AND LAGGING2"ELEV. = 18'-0"WINDOW HEAD3'-4"1'-13 4"(4) #5 BARS HORIZONTAL#5 STIRRUP @ 12" O.C.1'-0".18"18"18"18"18"18"18"18"12"12"18"18"3"CONTINUOUS GALV. L3x3x3/8"W/ 1/2" ANCHORS @12" O.C.CONTINUOUS GALV. L3x3x3/8"W/ 1/2" ANCHORS @12" O.C.THERMAL BREAKCONTINUOUS GALV. L3x3x3/8"W/ 1/2" ANCHORS @12" O.C.L6 1/4"x4"x20 GA. POUR STOPS2.03FOUNDATIONDETAILSKKJJDTuesday, July 31, 2018 10:34:23 AM c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
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.3HOT DIPPED GALVANIZED3HOT DIPPED GALVANIZED
1'-10"ELEV. = 13'-4"TOP OF FOOTING7 1/4" ELEVATEDCONCRETE FLOOR SLABSTEEL BEAM BEYOND21/2" = 1'-0"FOUNDATION RETAINING WALL TYPE 1ELEV. = 32-0"CONCRETE SLAB714"11"4" SLAB WITH FIBERMESH,3000 PSI CONCRETEFASTEN DECK TO WALL W/0.145" P.A.F. @ 12" O.C.1'-10"4'-0"6'-2"#5 18"x18" DOWELS @24" O.C. - FIELD BENDELEV. = 14'-0"CONCRETE SLAB3"1'-0"45.00°1'-0"10'-4"12'-4"1'-0"1" TYP.8"8"1" TYP.2'-6"5'-0"#5 DOWELS AT 24" O.C.(2) #5 BARS TOP ANDBOTTOM (TYPICAL)#5 BARS AT 12" O.C. EACHWAY AT TOP AND BOTTOMOF FOOTING/SLAB3" CLEAR
7'-6" (NOT TO SCALE)2'-6"58"1'-0"10"COLUMN GRID LINE "34"CMU WALL UP TO ROOF60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT2'-6" SQ.1'-0"8"1'-0"1'-0"(VERIFY WITHELEVATORSHOP DRAWINGS)1'-4"9'-2" (NOT TO SCALE)1" TYP.2'-6" SQ.1" TYP.
5'-0" PIT DEPTH L5x5x1/2" ELEVATOR SILL SUPPORT. PROVIDE 1/2" THREADEDRODS w/ 6" EMBEDMENT IN HILTI HIT HY 200 MAX ADHESIVESYSTEM AT 12" O.C. COORDINATE W/ ELEVATOR CONTRACTOR.3'-6"1'-0"1'-0"V.I.F.ELEV. = 26'-0"FINISH FLOOR / TOP OF WALLELEV. = 26'-0"FINISH FLOOR / TOP OF WALL9'-0" (NOT TO SCALE)CMU WALL UP TO ROOF60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT4" SLAB WITH FIBERMESH,3000 PSI CONCRETEELEV. = 21'-0"TOP OF FOOTING1'-0"
3" CLEAR #5 BARS AT 12" O.C.EACH WAY AT TOPAND BOTTOM OFFOOTING/SLAB81/2" = 1'-0"ELEVATOR FOUNDATION WITH SUMP PITCONTINUOUS PVCWATERSTOPTYPICALELEV. = 25'-4"TOP OF WALL#5 DOWELS AT 24" O.C.(2) #5 BARS TOP ANDBOTTOM (TYPICAL)58"10"CMU WALL UP TO ROOF60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENTCOLUMN GRID LINE "Y.3"45.00°11"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONEELEV. = 31-4 3/4"TOP OF WALLCARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUAL#9 DOWELS @ 8" O.C. (18"x92")#5 DOWELS @ 12" O.C. (9"x39")#5's @ 12" O.C.#8's @ 12" O.C.#8's @ 12" O.C.18"9"39"
92"CARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUALFILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONEELEV. = 23-0"CONCRETE SLAB6 1/4" ELEVATEDCONCRETE FLOOR SLAB614"5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSECRUSHED STONE4"Ø PERFORATEDPVC PIPE2"
18'-03 4"
9'-0"8'-43 4"
8"
714"12'-0"1'-10"ELEV. = 13'-4"TOP OF FOOTING11/2" = 1'-0"FOUNDATION RETAINING WALL TYPE 1ELEV. = 32-0"CONCRETE SLAB714"11"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE1'-10"4'-0"6'-2"ELEV. = 14'-0"CONCRETE SLAB3"11"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONEELEV. = 31-4 3/4"TOP OF WALL#5's @ 12" O.C. HORIZONTAL#9's @ 16" O.C. VERTICAL UPTO10'-0" THEN #7's @ 16" O.C. TO TOP(LAP #7's 40")#5's @ 12" O.C. VERTICALCARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUAL#9 DOWELS @ 8" O.C. (18"x92")#5 DOWELS @ 12" O.C. (9"x39")#5's @ 12" O.C.#8's @ 12" O.C.#8's @ 12" O.C.18"9"39"
92"CARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUALFILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONEELEV. = 23-0"CONCRETE SLAB6 1/4" ELEVATEDCONCRETE FLOOR SLABSTEEL BEAM614"5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSECRUSHED STONE4"Ø PERFORATEDPVC PIPE2"
18'-03 4"
9'-0"8'-43 4"
8"
714"12'-0"EP-23 EMBEDDED PLATESTEEL BEAMEP-32 EMBEDDED PLATEHSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUT7 1/4" ELEVATED CONCRETEFLOOR SLAB1'-4"ELEV. = 13'-4"TOP OF FOOTING31/2" = 1'-0"FOUNDATION RETAINING WALL TYPE 2ELEV. = 26-0"CONCRETE SLAB / TOP OF WALL4"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE1'-4"2'-6"3'-2"ELEV. = 14'-0"CONCRETE SLAB3"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICAL#5's @ 12" O.C. VERTICALCARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUAL#7 DOWELS @ 12" O.C. (14"x59")#5's @ 12" O.C.#7's @ 12" O.C.39"
59"CARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUALFILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONEELEV. = 23-0"CONCRETE SLAB6 1/4" ELEVATEDCONCRETE FLOOR SLAB614"#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSECRUSHED STONE4"Ø PERFORATEDPVC PIPE12'-8"8"7'-0"STEEL BEAMEP-23 EMBEDDED PLATEHSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUT14"9"#5's @ 12" O.C. HORIZONTAL#9's @ 16" O.C. VERTICAL UPTO10'-0" THEN #7's @ 16" O.C. TO TOP(LAP #7's 40")#5's @ 12" O.C. VERTICAL3'-0"1'-4"ELEV. = 13'-4"TOP OF FOOTING41/2" = 1'-0"FOUNDATION RETAINING WALL TYPE 2ELEV. = 26-0"CONCRETE SLAB / TOP OF WALL4"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE1'-4"2'-6"3'-2"ELEV. = 14'-0"CONCRETE SLAB3"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICAL#5's @ 12" O.C. VERTICALCARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUAL#7 DOWELS @ 12" O.C. (14"x59")#5's @ 12" O.C.#7's @ 12" O.C.39"59"CARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUALFILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONEELEV. = 23-0"CONCRETE SLAB6 1/4" ELEVATEDCONCRETE FLOOR SLAB614"#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSECRUSHED STONE4"Ø PERFORATEDPVC PIPE12'-8"8"7'-0"14"9"3'-0"1'-4"51/2" = 1'-0"FOUNDATION RETAINING WALL TYPE 31'-10"1'-10"39"
3"1'-0"39"6 1/4" ELEVATEDCONCRETE FLOOR SLAB614"#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSECRUSHED STONE5'-0"STEEL BEAMEP-23 EMBEDDED PLATEHSS STEEL TUBE COLUMNANCHOR BOLTS WITH 4"PROJECTIONCOLUMN BASE PLATE1/4" LEVELING PLATE3/4" NON-SHRINK GROUT9"9"1'-4"ELEV. = 13'-4"TOP OF FOOTING61/2" = 1'-0"FOUNDATION RETAINING WALL TYPE 3FUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETEELEV. = 22'-5 3/4"TOP OF WALLELEV. = 14'-0"CONCRETE SLAB15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONECARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OR EQUAL#5's @ 12" O.C.#6's @ 12" O.C.39"
39"CARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUALFILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONEELEV. = 23-0"CONCRETE SLAB6 1/4" ELEVATEDCONCRETE FLOOR SLAB614"#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSECRUSHED STONE4"Ø PERFORATEDPVC PIPE9'-13 4"
8"
614"9"9"STEEL BEAM BEYOND#5 18"x18" DOWELS @24" O.C. - FIELD BEND1'-4"ELEV. = 13'-4"TOP OF FOOTINGFUTURE 4" SLAB WITH FIBERMESH,3000 PSI CONCRETEELEV. = 14'-0"CONCRETE SLAB15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONEELEV. = 22'-5 3/4"TOP OF WALL#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICALCARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OR EQUAL#5's @ 12" O.C.#6's @ 12" O.C.CARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUALFILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONEELEV. = 23-0"CONCRETE SLAB4"Ø PERFORATEDPVC PIPE9'-13 4"
8"
614"
1'-4"ELEV. = 13'-4"TOP OF FOOTING71/2" = 1'-0"ELEVATOR FOUNDATION WITH SUMP PIT AT RETAINING WALL4"1'-4"2'-6"3'-2"ELEV. = 14'-0"CONCRETE SLAB3"1'-0"#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICAL#5's @ 12" O.C. VERTICAL#7 DOWELS @ 12" O.C. (14"x59")#5's @ 12" O.C.#7's @ 12" O.C.39"
59"CARLISLE MIRADRAIN 6000OR EQUALCARLISLE CCW MIRADRI 860OVER CCW702 PRIMER OREQUALFILTER FABRIC, MIRAFI 140NOR EQUAL TO WRAP STONEELEV. = 23-0"CONCRETE SLAB6 1/4" ELEVATEDCONCRETE FLOOR SLAB614"#5 DOWELS @ 12" O.C. (9"x39")5" SLAB WITH 6x6-W2.9xW2.9WWM, 3000 PSI CONCRETE1" PAVEMENT BINDER COURSECRUSHED STONE4"Ø PERFORATEDPVC PIPE8"7'-0"STEEL BEAM BEYOND14"9"(VERIFY WITHELEVATORSHOP DRAWINGS)4'-8" (NOT TO SCALE)4'-2"4'-4"8"5"2'-6"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE4" SLAB WITH FIBERMESH,3000 PSI CONCRETE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE#5's @ 12" O.C. HORIZONTAL#5's @ 12" O.C. VERTICAL1'-4"1'-10"1'-10"5'-0"18"18"HENRY HE787 ELASTOMULSIONWATERPROOFING OR EQUALHENRY HE787 ELASTOMULSIONWATERPROOFING OR EQUALDECK SUPPORT L3x3x5/16" ANGLEBOLTED TO FOUNDATION WALLAT 24" O.C.USING 3/4" HILTI KWIKBOLT TZ WITH 3 9/16" NOMINALEMBEDMENT. KWIK BOLT TO BETYPE 316 STAINLESS STEELDECK SUPPORT L3x3x5/16" ANGLEBOLTED TO FOUNDATION WALLAT 24" O.C.USING 3/4" HILTI KWIKBOLT TZ WITH 3 9/16" NOMINALEMBEDMENT. KWIK BOLT TO BETYPE 316 STAINLESS STEELDECK SUPPORT L3x3x5/16" ANGLEBOLTED TO FOUNDATION WALLAT 24" O.C.USING 3/4" HILTI KWIKBOLT TZ WITH 3 9/16" NOMINALEMBEDMENT. KWIK BOLT TO BETYPE 316 STAINLESS STEEL18"18"SLAB ISOLATION BREAKL6 1/4"x4"x20 GA. POUR STOPL6 1/4"x4"x20 GA. POUR STOPS2.04FOUNDATIONDETAILSKKJJDTuesday, July 31, 2018 10:35:12 AM c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Washington St. Mixed Use Development
Washington Street
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(4) ANCHOR BOLTS WITH 4"PROJECTION (SEE BASE PLATEDETAIL)COLUMN BASE PLATE(SEE BASE PLATE DETAIL)VARIES, REFER TO SCHEDULESLAB WITH FIBERMESH ORWWM, 3000 PSI CONCRETE1/4" LEVELING PLATE3/4" NON-SHRINK GROUTHSS STEEL TUBE COLUMN,(SEE FRAMING PLANS)VARIES3"ENCASE COLUMN INCONCRETEVARIES3"ELEV. = 100'-0"FINISH FLOORELEV. = VARIESTOP OF FOOTINGELEV. = VARIESTOP OF FOOTINGSEE FOOTING SCHEDULEFOR REINFORCING(4) ANCHOR BOLTS WITH 4"PROJECTION (SEE BASE PLATEDETAIL)COLUMN BASE PLATE(SEE BASE PLATE DETAIL)SLAB WITH FIBERMESH ORWWM, 3000 PSI CONCRETE1/4" LEVELING PLATE3/4" NON-SHRINK GROUTHSS STEEL TUBE COLUMN,(SEE FRAMING PLANS)VARIES, REFER TO SCHEDULESEE FOOTING SCHEDULEFOR REINFORCING15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"CRUSHED STONE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"CRUSHED STONE111/2" = 1'-0"TYPICAL INTERIOR FOOTING DETAIL101/2" = 1'-0"INTERIOR DROPPED FOOTING DETAILLONGITUDINALREINFORCING2x4 KEYWAYTO TOP OF FTG.TYP. REINFORCING(CONT. THRU JOINT)NOTE: CONSTRUCTION JOINT DOES NOT EXTEND THRU FOOTINGNOTE:1. LOCATE CONTROL JOINTS @ 40' O.C. MAXIMUM2. BARS ARE CONTINUOUS THROUGH CONTROL JOINT1" CHAMFEREACH SIDE3/4" CHAMFERON OUTSIDECORNER BARS TOMATCH HORIZONTALREINFORCING2'-0" LAP2'-0" LAP2'-0" LAP1/2" = 1'-0"WALL CORNER REINFORCEMENT1/2" = 1'-0"WALL CONSTRUCTION JOINT1/2" = 1'-0"WALL CONTROL JOINT1213143'-1"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE5" EXTRUDED POLYSTYRENEELEV. = 14'-4"TOP OF WALLELEV. = 10'-6"TOP OF FOOTING3'-10"1'-0"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE6"34"11/2" = 1'-0"FOUNDATION WALL VALET TO EXIT ACCESS(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUSPAVERS4"±5"8"COLUMN GRID LINE "9"CMU WALL UP TO 31'-4"60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT2'-10"1'-0"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENEELEV. = 14'-4"TOP OF WALLELEV. = 10'-6"TOP OF FOOTING3'-10"1'-0"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE34"21/2" = 1'-0"FOUNDATION WALL VALET TO EXIT ACCESS(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUS4"±1"8"COLUMN GRID LINE "I"CMU WALL UP TO 31'-4"60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT6"34"6"34"6"ELEV. = 14'-0"CONC. SLABELEV. = 14'-0"CONC. SLABPAVERS2'-10"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE2" EXTRUDED POLYSTYRENEELEV. = 14'-4"TOP OF WALLELEV. = 10'-6"TOP OF FOOTING3'-10"1'-0"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE34"31/2" = 1'-0"FOUNDATION WALL EXIT ACCESS DOOR DROP(2) #5's CONTINUOUS#4 DOWELS @ 36" O.C.(2) #5's CONTINUOUS4"±2"8"CMU WALL AND EGRESSDOOR IN VIEW BEYOND6"34"6"ELEV. = 14'-0"CONC. SLABPAVERS#5 18"x18" DOWELS @24" O.C. - FIELD BEND(2) #5's CONTINUOUS(2) #5's CONTINUOUS3'-6"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONEELEV. = 16'-4"TOP OF WALLELEV. = 10'-6"TOP OF FOOTING5'-10"1'-0"FUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE91/2" = 1'-0"FOUNDATION WALL RETAIL TO EXIT ACCESS(2) #5's CONTINUOUS2'-4"ELEV. = 14'-0"CONCRETE SLAB2'-6"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE(2) #5's CONTINUOUS#5 DOWELS @ 18" O.C.ELEV. = 16'-4"TOP OF WALLELEV. = 13'-4"TOP OF FOOTING3'-0"1'-0"FUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETE5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETE1" PAVEMENTBINDER COURSE51/2" = 1'-0"FOUNDATION WALL RETAIL TO EXIT ACCESS(2) #5's CONTINUOUS(2) #5's CONTINUOUS2'-4"ELEV. = 14'-0"CONCRETE SLABCMU WALL UP TO 31'-4"60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT2'-6"8"15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE(2) #5's CONTINUOUS#5 DOWELS @ 18" O.C.ELEV. = 16'-8"TOP OF WALLELEV. = 13'-4"TOP OF FOOTING9"39"41/2" = 1'-0"FOUNDATION WALL RETAIL TO STAIR(2) #5's CONTINUOUS2'-8"ELEV. = 14'-0"CONCRETE SLABFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETECMU WALL UP TO 31'-4"60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENT3'-6"8"#5 DOWELS @ 18" O.C.(2) #5's CONTINUOUSELEV. = 20'-8"TOP OF WALLELEV. = 13'-4"TOP OF FOOTING5'-4"1'-0"9"39"5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETE1" PAVEMENT BINDERCOURSE81/2" = 1'-0"FOUNDATION WALL RETAIL TO STAIR4'-8"ELEV. = 14'-0"CONCRETE SLABFUTURE 4" SLAB WITHFIBERMESH, 3000 PSICONCRETECMU WALL UP TO 31'-4"60" LONG #5's @ 24" O.C.WITH 30" EMBEDMENTELEV. = 16'-4"FUTURE SLABELEV. = 20'-4"FUTURE SLAB2'-0"#5 DOWELS @ 24" O.C.(2) #5's CONTINUOUSELEV. = 14'-0"CONCRETE SLABELEV. = 13'-4"TOP OF FOOTING8"9"39"61/2" = 1'-0"FOUNDATION STAIR TO PARKING8"3'-4"1'-0"8"
8"
1'-0"5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETE1" PAVEMENT BINDERCOURSE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"9" CRUSHED STONE4" SLAB WITH FIBERMESH,3000 PSI CONCRETECMU WALL UP TO 31'-4"2'-0"1'-0"4" SLAB WITH FIBERMESH,3000 PSI CONCRETE15 MIL VAPOR RETARDER,LAP JOINTS MINIMUM 10"CRUSHED STONE71/2" = 1'-0"CONCRETE HAUNCHED FLOOR SLABGRID LINE *REFER TO PLANFOR LOCATIONS(2) #5's CONTINUOUS1/2"x10" ANCHOR BOLTS W/ 2 1/2"PROJECTION 4'-0" O.C., 9" MIN.FROM OPENINGS & CORNERS, AND(2) PER SOLE PLATE MIN. TYPICAL1'-2"1'-2"9"39"(2) #5's CONTINUOUS#5 BARS @ 18"O.C. VERTICAL#5 BARS @ 12" O.C.HORIZONTAL9"39"#5 BARS @ 18"O.C. VERTICAL#5 BARS @ 12" O.C.HORIZONTAL#5 DOWELS @ 18" O.C.(2) #5's CONTINUOUS5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETE1" PAVEMENTBINDER COURSE5" SLAB WITH6x6-W2.9xW2.9 WWM,3000 PSI CONCRETE1" PAVEMENTBINDER COURSE18"18"MATCH FOOTING REINFORCINGTNOTE: T = FOOTING THICKNESS H = STEP HEIGHT (MAX. 24")2HMIN.HT (MIN.)1/2" = 1'-0"STEPPED FOOTING DETAIL (TYPICAL)15S2.05FOUNDATIONDETAILSKKJJDThursday, August 16, 2018 9:08:45 AM c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
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08-16-18 ADDED STEP FOOTING DETAIL 15/S2.05
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INTERIOREXTERIOR1'-0"2"10"4"
412"4"412"4"CLCLCL11/2" = 1'-0"PIER-1 DETAIL21/2" = 1'-0"PIER-1A DETAILCLFOUNDATION WALLELEV. 15'-4"512"FOUNDATION PIER/SHELF ELEV. 14'-8"512"1'-612"1'-612"
8"
10"2"4"8"612"412"412"612"
312"512"312"
1'-6"
512"2"10"4"8"612"212"7"5"9"4"8"
6"4"5"3"INTERIOREXTERIORFOUNDATION WALLELEV. 15'-4"FOUNDATION PIER/SHELF ELEV. 14'-8"HATCH DENOTES CMUFOUNDATION WALLBEARING ELEV. 15'-410"4"1'-2"FOUNDATION SHELFELEV. VARIES *SEE PLANEXTERIOR31/2" = 1'-0"PIER-2 DETAILFOUNDATIONPIER ELEV. 14'-8"412"212"
312"312"
6"4"8"FOUNDATIONWALL ELEV. 15'-4"CL312"512"312"1'-6"512"10"2"CLINTERIORCLCLCLFOUNDATION PIER/SHELF ELEV. 14'-0"312"412"412"4"5"
1"
4"6"
4"1'-4"
10"10"
1'-4"4"FOUNDATIONWALL ELEV. 15'-4"41/2" = 1'-0"BP-6, PIER-1 DETAIL712"412"CLCL712"2'-0"2'-0"412"712"
412"
712"
412"51/2" = 1'-0"PIER-1A DETAILCLCL312"412"1'-4"4"1'-2"
10"4"4"8"FOUNDATION WALL/PIER ELEV. 14'-4"HATCH DENOTES CMUFOUNDATION WALLBEARING ELEV. 15'-4"FOUNDATION WALLELEV. 14'-4"61/2" = 1'-0"PIER-1 DETAIL8"
4"4"212"4"1'-1"8"4"212"8"8"1'-0"8"8"4"FOUNDATION WALLELEV. 15'-4"FOUNDATION WALL/PIER ELEV. 14'-4"CL71/2" = 1'-0"PIER-1 DETAILCLCLCL81/2" = 1'-0"PIER-1B DETAIL1'-0"5"212"8"5"11212"8"412"612"112"4"1/2" = 1'-0"PIER-3 DETAIL612"112"4"1'-0"1'-0"FOUNDATION WALLELEV. 15'-4"FOUNDATION WALLDROP ELEV. 14'-8"8"4"CLCLCL4"
112"
612"212"5"212"5"5"212"8"5"212"8"612"112"4"1'-0"FOUNDATION WALL/PIER ELEV. 15'-4"612"112"4"CLCLC4"L8"4"4"8"CL9FOUNDATION WALL/PIER ELEV. 15'-4"1/2" = 1'-0"PIER-1B DETAIL1/2" = 1'-0"CORNER BASEPLATE101/2" = 1'-0"CORNER BASEPLATEFOUNDATION WALL/PIER ELEV. 15'-4"124"3"
212"
5"5"4"212"112"L8"412"CHATCH DENOTES CMUFOUNDATION WALLBEARING ELEV. 15'-4"13SPREAD FOOTINGELEV. 13'-4"1'-2"1/2" = 1'-0"BASEPLATE-3 AT CMU WALL5"212"4"112"4"
112"CL8"1'-4"4"1012"312"
412"
8"
8"141/2" = 1'-0"BASEPLATE-L AT CMU WALLHATCH DENOTESCMU FOUNDATIONWALL BEARINGFOUNDATION WALL/PIER ELEV. 16'-8"FOUNDATION WALL/PIER ELEV. 15'-4"INTERIOREXTERIOR4"
412"412"LC1'-612"151/2" = 1'-0"PIER-1 DETAIL512"3"11"
512"1'-612"612"9"412"412"512"FOUNDATION PIERELEV. 15'-4"FOUNDATION WALLDROP ELEV. 15'-4"FOUNDATION WALLELEV. 16'-8"LC161/2" = 1'-0"PIER-7 DETAIL312"412"4"8"8"4"312"
412"1'-4"
312"
412"
8"3"212"
512"4"212"8"8"512"4"8"212"512"1'-8"1'-8"8"4"1'-0"4"4"8"212"512"1'-8"4"1'-8"8"4"212"512"8"
212"
8"INTERIOREXTERIOR512"
412"312"412"4"CLCL171/2" = 1'-0"PIER-1A DETAILFOUNDATION WALLELEV. 16'-4"512"FOUNDATION PIER/SHELF ELEV. 14'-4"512"1'-6"1'-8"
8"
10"2"8"8"412"412"8"2"1'-0"FOUNDATION SHELFELEV. VARIES *SEE PLANEXTERIOR181/2" = 1'-0"PIER-2 DETAIL412"212"
312"312"
6"4"8"FOUNDATION PIERELEV. 15'-8"CL312"512"312"1'-6"512"10"2"INTERIORCLLC412"8"INTERIOREXTERIOR412"612"612"1'-7"4"4"1'-7"4"4"FOUNDATION PIERELEV. 15'-8"FOUNDATION WALLELEV. 16'-4"11"8"11"7"4"4"4"7"4"4"4"191/2" = 1'-0"PIER-1 DETAILCLHATCH DENOTES CMUFOUNDATION WALLBEARING ELEV. 14'-4"CL312"412"1'-4"5"8"312"412"8"312"412"1'-4"312"412"8"8"8"FOUNDATION WALL/PIER ELEV. 14'-4"2"201/2" = 1'-0"PIER-1 DETAILINTERIOREXTERIORRIGIDINSULATIONCLCL8"8"1'-3"2"1012"412"412"312"8"1"4"3"1'-4"211/2" = 1'-0"BP-6, PIER-1 DETAIL8"HATCH DENOTES CMUFOUNDATION WALLBEARING ELEV. 14'-4"RIGID INSULATION4"112"212"5"212"5"SPREAD FOOTINGELEV. 13'-4"8"CLCL221/2" = 1'-0"BASEPLATE-3 AT CMU WALLHATCH DENOTES CMUWALL ON CONTINUOUSFOOTING ELEV. 13'-4"CLCL4"
112"212"5"5"8"312"212"312"312"1'-10"9"8"
5"1'-0"
1'-5"7"8"1/2" = 1'-0"PIER-7 DETAIL23HATCH DENOTES CMUFOUNDATION WALLBEARING ELEV. 16'-8"FOUNDATION PIERELEV. 15'-8"5"
212"
4"112"4"112"4"312"412"1'-4"212"4"8"HATCH DENOTES CMUFOUNDATION WALLBEARING ELEV. 20'-8"HATCH DENOTES CMUWALL ON CONTINUOUSFOOTING ELEV. 13'-4"8"FOUNDATION WALL/PIER ELEV. 22'-5 3/4"1/2" = 1'-0"BASEPLATE-L DETAIL24FOUNDATION PIER/SHELF ELEV. 15'-0"712"412"CL712"2'-0"2'-0"412"712"
412"
712"
412"251/2" = 1'-0"PIER-1B CORNER DETAILLC4"EXTERIOR4"
412"412"1'-312"212"212"1'-312"412"412"3"3"4"8"
10"2"
1'-0"4"8"10"2"1'-0"CLCLFOUNDATION PIER/SHELF ELEV. 15'-8"261/2" = 1'-0"PIER-1 CORNER DETAILFOUNDATIONWALL ELEV. 16'-4"412"212"312"312"6"4"8"CL312"512"
312"
1'-6"
512"10"2"CL271/2" = 1'-0"PIER-2 DETAILFOUNDATION PIER/SHELF ELEV. 15'-8"FOUNDATION WALLELEV. 17'-0" ORELEV. 17'-8" *SEE PLANEXTERIORINTERIORINTERIOREXTERIORINTERIOR4"412"
1'-2"
4"
412"412"LC1'-612"212"3"11"
512"1'-612"612"9"412"412"LCCL8"4"3"3"2"10"FOUNDATION PIER/SHELF ELEV. 15'-8"FOUNDATIONWALL ELEV. 18'-0"FOUNDATIONWALL ELEV. 17'-8"281/2" = 1'-0"PIER-1 DETAIL5"212"4"5"212"4"4"112"212"8"FOUNDATION WALL/PIER ELEV. 18'-4"4"
112"
812"CL1/2" = 1'-0"CORNER BASEPLATE291'-2"212"4"112"CL212"5"212"5"8"FOUNDATIONWALL ELEV. 18'-4"EXTERIORINTERIORCL301/2" = 1'-0"PIER-3 DETAIL5"212"4"5"212"4"4"112"212"8"4"112"212"CL8"CL1/2" = 1'-0"CORNER BASEPLATE31FOUNDATION WALLELEV. 18'-4"4"FOUNDATION WALL/PIER ELEV. 20'-4"FOUNDATION SHELFELEV. 18'-4"CL5"212"4"5"32212"4"4"112"212"4"112"212"1'-0"4"8"4"CL1/2" = 1'-0"CORNER BASEPLATECLCL4"4"FOUNDATION SHELFELEV. 19'-11"FOUNDATION WALL/PIER ELEV. 20'-4"4"8"5"212"4"5"33212"4"4"112"212"4"112"212"8"4"4"4"1/2" = 1'-0"CORNER BASEPLATECLFOUNDATION SHELFELEV. 19'-11"ORELEV.= 21'-1"*SEE PLANFOUNDATION WALL/PIER ELEV. 20'-4"ORELEV.= 21'-6"*SEE PLAN4"8"212"4"112"CL212"5"212"5"FOUNDATION SHELFELEV. 19'-11" ORELEV.= 21'-1"*SEE PLANEXTERIORINTERIORCLFOUNDATION WALL/PIER ELEV. 20'-4"ORELEV.= 21'-6"*SEE PLAN4"4"8"1/2" = 1'-0"PIER-5 DETAIL34CL5"212"4"5"35212"4"4"112"212"4"
112"
212"
8"4"4"4"1/2" = 1'-0"CORNER BASEPLATEFOUNDATION SHELFELEV. 19'-11"ORELEV.= 21'-1"*SEE PLAN4"8"CL5"212"4"5"36212"4"4"112"212"4"
112"
212"
8"4"4"4"1/2" = 1'-0"CORNER BASEPLATECLFOUNDATION WALL/PIER ELEV. 23'-0"4"8"212"4"112"CL212"5"212"5"EXTERIORINTERIORCLFOUNDATION WALL/PIER ELEV. 23'-0"ORELEV. 26'-0"*SEE PLAN(ROTATE ASREQUIRED)4"4"8"1/2" = 1'-0"PIER-5 DETAIL37FOUNDATION WALL/PIER ELEV. 24'-0"ORELEV.= 25'-0"*SEE PLANCL5"212"4"5"38212"4"4"112"212"4"
112"
212"
8"4"4"4"1/2" = 1'-0"CORNER BASEPLATE4"8"CLCL4"
112"212"5"212"2"5"
21
2"
2"1'-0"4"112"612"127°391/2" = 1'-0"53° BASEPLATEFOUNDATION WALL/PIER ELEV. 26'-0"CL1'-0"4"112"612"CL4"4"
212"5"5"212"4"8"1/2" = 1'-0"PIER-3 DETAIL40212"4"112"5"212"5"4"FOUNDATIONWALL ELEV. 26'-0"EXTERIORINTERIOR4"1'-0"1'-0"5"INTERIORCLFOUNDATION SHELF/PIER ELEV. 25'-7"212"CL1/2" = 1'-0"PIER-3A DETAIL41EXTERIOREXTERIORINTERIORCLCL212"4"112"5"212"5"10"FOUNDATIONWALL ELEV. 26'-0"4"1'-0"6"5"2'-0"FOUNDATION PIERELEV. 25'-7"412"212"412"412"412"2'-0"1'-0"1/2" = 1'-0"PIER-3A DETAIL42CLCL2"10"8"1'-2"8"1'-0"1'-10"6"10"6"1'-4"6"10"10"1'-0"412"412"712"512"10"412"412"512"EXTERIORGARAGEFOUNDATION WALLELEV. 32'-0"FOUNDATION WALL/PIER ELEV. 31'-4 3/4"H-PILE WITHTIMBER FORMSEMBEDDEDPLATE 23 AND 321/2" = 1'-0"PIER-1A DETAIL43CLCL1'-10"1'-0"10"412"412"612"412"412"512"712"612"1'-10"11"11"FOUNDATION WALL/PIER ELEV. 31'-4 3/4"INTERIORGARAGE1/2" = 1'-0"BASEPLATE-144CLCL412"412"612"412"412"612"
1'-10"
11"11"INTERIORGARAGE1/2" = 1'-0"BASEPLATE-1 OR 1F45FOUNDATION WALL/PIER ELEV. 31'-4 3/4"EMBEDDEDPLATE 23 AND 32CLCL1'-10"1'-0"10"412"412"712"412"412"512"712"1'-4"
1'-0"4"INTERIORGARAGE1/2" = 1'-0"PIER-1 DETAIL462"10"1'-0"EMBEDDEDPLATE 32FOUNDATION WALLELEV. 26'-0"FOUNDATION WALLELEV. 32'-0"CLCL1012"4"
112"5"212"5"1'-0"4"212"1'-4"EMBEDDEDPLATE 23 AND 321/2" = 1'-0"PIER-7 DETAIL474"112"312"1'-0"
112"
212"
1'-4"1'-0"4"1'-0"4"1'-4"212"412"CL112"412"212"
5"5"4"212"
412"412"
2'-0"10"8"4"1'-4"
4"5"
212"
412"
81316"1'-0"HATCH DENOTES CMUFOUNDATION WALLBEARING ELEV. 26'-0"CLFOUNDATION WALL/PIER ELEV. 26'-0"FOUNDATION WALLELEV. 22'-5 3/4"FOUNDATION PIERELEV. 22'-5 3/4"WALLSTEP1/2" = 1'-0"PIER-3A & PIER 1 DETAIL485"212"11"5"212"1'-0"112"212"1'-4"FOUNDATION WALL/PIER ELEV. 22'-5 3/4"11"
112"312"CL1/2" = 1'-0"PIER-6 DETAIL49CL1'-0"4"5"
1'-4"INTERIORGARAGEFOUNDATION WALL/PIER ELEV. 22'-5 3/4"CLCL312"
11"
112"
5"11"EMBEDDEDPLATE 231/2" = 1'-0"PIER-3A DETAIL505"212"212"5"5"212"5"5"212"5"5"
112"
912"
1'-4"CLCL5"112"912"1'-4"1/2" = 1'-0"PIER-1 DETAIL511012"5"212"5"1'-0"4"212"112"4"CLCLFOUNDATION WALL/PIER ELEV. 22'-5 3/4"1/2" = 1'-0"PIER-3A DETAIL525"212"11"5"212"11"112"312"1'-4"FOUNDATION WALL/PIER ELEV. 22'-5 3/4"11"112"312"CL11"5"5"1'-4"CLEMBEDDEDPLATE 231/2" = 1'-0"PIER-6 DETAIL531'-4"1'-0"112"212"214"212"5"212"1'-4"5"112"912"127°1114"23 4"11"5"1'-0"4"CLCL1/2" = 1'-0"53° BASEPLATE541012"4"112"5"212"5"1'-0"4"212"1'-4"CLCLEMBEDDED PLATE 23*SEE PLAN FORLOCATIONSFOUNDATION WALL/PIER ELEV. 22'-5 3/4"1/2" = 1'-0"PIER-3A DETAIL55BP-5F2 = 2" THICKBASEPLATE WITH 1 5/16"ØHOLES FOR 1" BOLTS1'-0"4"8"4"4"4"4"4"BP-5F2 = 2" THICKBASEPLATE WITH 1 5/16"ØHOLES FOR 1" BOLTSNOTE: NO PIERREINFORCEMENTREQUIREDEMBEDDED PLATE 23*SEE PLAN FORLOCATIONSFOUNDATION WALLELEV. 16'-4"LC212"
5"L112"4"5"4"C6"412"1012"
8"
212"
1"7"
11"6"1012"10"10"6"10"1'-4"2"1'-0"4"161/2" = 1'-0"PIER-7 DETAILFOUNDATION WALL/PIER ELEV. 15'-4"FOUNDATION WALL/PIER ELEV. 16'-0"FOUNDATION SHELFELEV. 16'-8"FOUNDATION WALLELEV. 22'-5 3/4"INTERIOREXTERIOR2'-4"S2.06BASEPLATEPIERDETAILSKKJJDThursday, August 16, 2018 9:10:32 AM c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
.
.
.
.
08-16-18 REVISED DETAIL 16/S2.06
.
.
.
CLCL581/2" = 1'-0" (BASEPLATES VARY, SEE PLAN)BASEPLATE INTERIOR FOOTING DETAILTOP OF FOOTINGELEVATIONVARIES SEE PLAN412"412"HSS STEELTUBE COLUMN412"412"412"6"112"5"212"5"6"6"212"1'-4"CLEMBEDDED PLATE 23*SEE PLAN FORLOCATIONSFOUNDATION WALL/PIER ELEV. 22'-5 3/4"CL4"4"561/2" = 1'-0"PIER-3 DETAILCL412"6"112"1'-4"4"6"1'-4"CL112"412"7"212"
21
2"
51
2"
1'-
0
"1'-0"4"33
8"
4'-
6
3
4"6"6"1'-0"6"6"33 8"37°FOUNDATION WALL/PIER ELEV. 22'-5 3/4"EXTERIORFOUNDATION WALLELEV. 23'-0"H-PILE WITHTIMBER FORMSINTERIORFOUNDATION WALLELEV. 32'-0"H-PILE WITHTIMBER FORMSWALL STEPFOUNDATION WALL/PIER ELEV. 31'-4 3/4"FOUNDATION BEAMPIER ELEV. 30'-8 3/8"PL5x8x1/2" BEARING PLATE W/(2) 1/2"x4" EWS ANCHORS, TOPOF PLATE ELEV. 30'-8 7/8"6"
6"FOUNDATION WALLELEV. 23'-0"571/2" = 1'-0"37° BASEPLATE AND BEAM BEARING DETAIL#3 TIES4) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP12"12"1/2" = 1'-0"BASEPLATE 1 & 1F (1" BOLTS AT FRAMES)1/2" = 1'-0"PIER 16) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP5"F1554ANCHORBOLT(GR. 36)412"
PROJECTIONEMBED.TOP OF FOOTINGTOP OF WALL OR1/2" = 1'-0"ANCHOR BOLTS9"112"112"112"9"112"1'-0"1'-0"BP-1F = 1 5/16"Ø HOLES AT 1" BOLTSBP-1 = 1 1/16"Ø HOLES AT 3/4" BOLTSBP1 = 1" THICKBP1.25 = 1 1/4" THICKBP1.5 = 1 1/2" THICK1/2" = 1'-0"BASEPLATE 25"7"112"112"112"11"112"10"1'-2"TOTAL-HEAD
3/4" ØEMBEDMENTTYPEDIAMETERAB-1ANCHOR BOLT SCHEDULEAB-211 1/2"TOTAL LENGTH16"1" Ø19 1/2"24"HEADEDANCHOR BOLT#3 TIES4) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP1/2" = 1'-0"PIER 3A18"10"1/2" = 1'-0"BASEPLATE 32"1/2" = 1'-0"BASEPLATE 41/2" = 1'-0"PIER 5312"2"#3 TIES1/2" = 1'-0"PIER 53°12"5"12"53.00°#3 TIES6) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP1/2" = 1'-0"PIER 37°12"5"12"37°7"
4"BP-2F = 1 5/16"Ø HOLES AT 1" BOLTSBP-2 = 1 1/16"Ø HOLES AT 3/4" BOLTS1" THICK1'-7"212"BP-3F = 1 5/16"Ø HOLES AT 1" BOLTSBP-3 = 1 1/16"Ø HOLES AT 3/4" BOLTS1 1/4" THICK312"2"2"112"2"212"112"10"212"212"812"1'-1"2"212"812"1'-1"112"2"6"312"
112"
2"
6"1/2" = 1'-0"BASEPLATE 510"4"1'-0"312"1"412"312"4"412"2"10"
5"
1'-0"1" THICKBP-4F = 1 5/16"Ø HOLES AT 1" BOLTSBP-4 = 1 1/16"Ø HOLES AT 3/4" BOLTSBP-5F = 1 5/16"Ø HOLES AT 1" BOLTSBP-5 = 1 1/16"Ø HOLES AT 3/4" BOLTSBP-5 = 1" THICKBP-5-1.5 = 1 1/2" THICKBP-5F2 = 2" THICK1/2" = 1'-0"BASEPLATE 53°SHEAR STUDS7"212"2"1112"7"
21
2"
2"
1
11
2"53°NOTE:1. SHEAR STUDS SHALL BE 3/4" DIA. x 6" LONG HEADED CONCRETE ANCHORS.2. ALIGN TOP OF EMBEDDED PLATE WITH TOP OF BEAM3. REFER TO FOUNDATION PLAN FOR LOCATIONS..4. EMBED PLATES TO BE GALVANIZED.112"2"712"4"112"2"712"1/2" = 1'-0"BASEPLATE 37°712"2"1'-0"2"312"7"2"7
1
2"
2
1
2"
2
"
1
'
-
0
"37°312"112"2"7"1/2" = 1'-0"BEAM BEARING PLATE8"6"1"212"212"1/2" x 8" W x 14" DPLATE SIZETYPEEP-23EMBEDDED PLATE SCHEDULE6"2"10"5"2"
1'-2"
2"(6) 3/4" DIA. x 6" LONGHEADED STUDS1/2" PLATEW14STEELBEAM5"(2) ROWS OF 3 STUDS1/2" x 8" W x 14" DEP-321/2" = 1'-0"EMBEDDED PLATE DETAILSEP(2) ROWS OF 3 STUDSTOP OF PLATEELEV. 22'-5 3/4"ELEV. 31'-4 3/4"OREP-32 ELEV. 31'-4 3/4"EP-23 ELEV. 22'-5 3/4"TOP OF EMBEDDED PLATE#3 TIES4) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP1/2" = 1'-0"PIER 618"5"1/2" = 1'-0"BASEPLATE 61'-0"212"5"112"112"9"112"9"1 1/16"Ø HOLES AT 3/4" BOLTSBP6 = 1 1/2" THICK1/2" = 1'-0"BASEPLATE 72"2"
212"
812"
1'-1"2"212"812"1'-1"112"312"6"2"
112"
312"
6"1" THICKBP-7F = 1 5/16"Ø HOLES AT 1" BOLTSBP-7 = 1 1/16"Ø HOLES AT 3/4" BOLTS1/2" = 1'-0"PIER 4#3 TIES7) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP14"14"5"5"#3 TIES7) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP17"17"10"10"#3 TIES4) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP1/2" = 1'-0"PIER 718"12"#3 TIES4) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP14"14"1/2" = 1'-0"PIER 1A#3 TIES4) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP1/2" = 1'-0"PIER 318"8"#3 TIES4) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP16"16"1/2" = 1'-0"PIER 1B#3 TIES4) #6's VERT. W/ #3 TIES @12" O.C. DOUBLE @ TOP1/2" = 1'-0"PIER 214"12"3/4" ØAB-37 1/2"12"S2.07BASEPLATEPIERDETAILSKKJJDTuesday, July 31, 2018 10:38:04 AM c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
.
.
.
.
.
.
.
.
12'-8"
343231
12'-8"
3/16" = 1'-0"
BRACED FRAME ELEVATION #1 LINE Y.3
NOTE:
1. ALL BRACES TO BE HSS5x5x1/4, U.N.O.
W14x26 W14x26
HSS6x6x1/4" 20 K
20
K
LEVEL 23
LEVEL 32
LEVEL 44
44
12'-8"
46
12'-8"
47
12'-8"
48
W14x26[10]W14x26[10]W14x26[10]HSS6x6x3/8"HSS6x6x3/8"HSS6x6x3/8"HSS6x6x3/8"HSS6x6x3/8"HSS6x6x3/8"HSS6x6x3/8"41 KLEVEL 32
LEVEL 44
62 KHSS5x5x3/83/16" = 1'-0"
BRACED FRAME ELEVATION #2 LINE Y.3
66
K
H
S
S
5
x
5
x
3
/
8
LEVEL 23
LEVEL 32
22Y.3
21'-2"
W21x57 OFFSET IN 1"HSS6x6x3/8"HSS6x6x3/8"GRID LINE "Y.3"
NOTE:
1. ALL BRACES TO BE HSS5x5x1/4, U.N.O.
3/16" = 1'-0"
BRACED FRAME ELEVATION #3 LINE 31
NOTE:
1. ALL BRACES TO BE HSS5x5x1/4, U.N.O.
GRID LINE "31"
12'-8"
191817
12'-8"
3/16" = 1'-0"
BRACED FRAME ELEVATION #4 LINE I
NOTE:
1. ALL BRACES TO BE HSS5x5x1/4, U.N.O.
W14x26 W14x26
HSS6x6x1/4" 44 K HS
S
6
x
6
x
1
/
4
"
4
4
K
LEVEL 23
LEVEL 32
LEVEL 44
HSS6x6x3/8"HSS6x6x3/8"HSS6x6x3/8"GRID LINE "I"
W14x26[10] W14x26[10]40 K4
0
K
GRID LINE "Y.3"
1'-0"
TOW 14.33
LEVEL 32
105
27'-4"
W12x26[10]HSS6x6x5/8"HSS6x6x5/8"3/16" = 1'-0"
BRACED FRAME ELEVATION #5 LINE K.6
NOTE:
1. ALL BRACES TO BE HSS5x5x1/4, U.N.O.
GRID LINE "K.6"112 KHSS6x6x1/410
1
K
H
S
S
6
x
6
x
1
/
4
W18x35
20 K2
0
K
LEVEL 44
LEVEL 23
HSS6x6x1/4"
VEHICLE BARRIER
HSS8x6x1/4"
VEHICLE BARRIER
HSS6x6x1/4"
VEHICLE BARRIER
6
S4.02
6
S4.02
LEVEL 15.33
LEVEL 32
107
20'-8"
W14x26
HSS6x6x3/8"HSS6x6x3/8"3/16" = 1'-0"
BRACED FRAME ELEVATION #6 LINE M
NOTE:
1. ALL BRACES TO BE HSS5x5x1/4, U.N.O.
GRID LINE "M"
LEVEL 44
LEVEL 23 W14x26[10]40 KHSS6x6x1/4" 26 K20 K 20
K
H
S
S
6
x
6
x
1
/
4
"
2
6
K
4
0
K
W14x26[12]
12'-8"
QPO
12'-8"
3/16" = 1'-0"
BRACED FRAME ELEVATION #7 LINE 7
NOTE:
1. ALL BRACES TO BE HSS5x5x1/4, U.N.O.
W14x26 W14x26
LEVEL 23
LEVEL 32
LEVEL 44
HSS6x6x3/8"HSS6x6x3/8"HSS6x6x3/8"GRID LINE "7"
W14x26[5] W14x26[5]30 KLEVEL 15.33
W14x26[5] W14x26[5]
30 K
HSS6x6x3/8"
3
0
K
30
K
HS
S
6
x
6
x
3
/
8
"
W14x26W14x26
W14x26[5]W14x26[5]
3
0
K
W14x26[5]W14x26[5]
11
0
K
30
K30 K30 K
12'-8"
R S
12'-8"HSS6x6x3/8"HSS6x6x3/8"LEVEL 15.33
LEVEL 32
41
27'-4"
W14x26[16]HSS6x6x3/8"HSS6x6x3/8"3/16" = 1'-0"
BRACED FRAME ELEVATION #8 LINE R
GRID LINE "R"
W21x44[16]LEVEL 44
LEVEL 23
45 K2
5
K
H
S
S
5
x
5
x
1
/
4HSS5x5x3/8HS
S
6
x
6
x
3
/
8
"
HSS6x6x3/8"110 K110 K11
0
K
HSS8x6x1/4"
VEHICLE BARRIER
HSS6x6x1/4"
VEHICLE BARRIER
HSS6x6x1/4"
VEHICLE BARRIER
41
27'-4"
W18x35[16]HSS6x6x3/8"HSS6x6x3/8"3/16" = 1'-0"
BRACED FRAME ELEVATION #9 LINE S
GRID LINE "S"
W21x44[16]72 K72
K
HSS5x5x3/8H
S
S
5
x
5
x
3
/
8
LEVEL 15.33
LEVEL 32
107
20'-8"
W14x26
HSS6x6x3/8"HSS6x6x3/8"3/16" = 1'-0"
BRACED FRAME ELEVATION #10 LINE T
NOTE:
1. ALL BRACES TO BE HSS5x5x1/4, U.N.O.
GRID LINE "T"
LEVEL 44
LEVEL 23 W14x26[10]52 K20 K20 K 20
K
20
K
5
2
K
W14x26[10]
27'-0"
242118
27'-0"
3/16" = 1'-0"
BRACED FRAME ELEVATION #11 LINE W
W14x26[10]W14x26[10]
LEVEL 23
LEVEL 32
LEVEL 44
HSS6x6x3/8"HSS6x6x3/8"HSS6x6x3/8"GRID LINE "W"
W14x26[10]W14x26[10]
6'-6"7'-0"6'-6"7'-0"HSS6x6x1/4" 20 KHSS6x6x1/4" 20 KHSS6
x
6
x
1
/
4
"
2
0
K
H
S
S
6
x
6
x
1
/
4
"
2
0
K HSS6
x
6
x
1
/
4
"
2
0
K
H
S
S
6
x
6
x
1
/
4
"
2
0
KHSS6x6x1/4" 20 KHSS6x6x1/4" 20 KHSS10x6x3/8"
VEHICLE BARRIER
HSS10x6x3/8"
VEHICLE BARRIER
HSS10x6x3/8"
VEHICLE BARRIER
HSS10x6x3/8"
VEHICLE BARRIER
BRACE AND
GUSSET
6"MIN.6" MAX. ATELEVATOR FRAMES,ALL OTHERS ZEROCENTERLINE OF COLUMN,
BEAM, AND BRACE
INTERSECT AT WORK POINT
HSS COLUMN
COLUMN CENTERLINE AND BRACE
CENTERLINE MUST INTERSECT AT THE
BOTTOM OF THE COLUMN BASE PLATE
EXCEPT AT INTERIOR FOOTINGS - AT
INTERIOR FOOTINGS, LOCATE WORK
POINT AS REQUIRED TO KEEP BRACE
CLEAR OF CONCRETE - GUSSET MAY BE
EMBEDDED IN SLAB POUR
BRACE AND
GUSSET
BEAM
HSS COLUMN ALL GUSSET PLATES
SHALL BE ATTACHED TO
BEAM AND COLUMN
BEAM
NOTE:
916" SLOT ALONG CENTERLINE
OF BRACE TO FIT OVER
CONNECTOR PLATE
WP
BOTH SIDES
OF PLATE
CONNECTOR
PLATE
TO BEAM
HSS DIAGONAL BRACE6"MIN.12" MINIMUM THICK
CONNECTOR PLATE
GRID
WP
12" MINIMUM THICK
CONNECTOR PLATE
HSS DIAGONAL BRACE
CENTERED ON COLUMN
WIDE FLANGE BEAM
CENTERED ON COLUMN6"MIN.HSS DIAGONAL BRACE
CENTERED ON COLUMN
BOTH SIDES
OF PLATE
SHEAR PLATE
TO COLUMN
BOTH SIDES
OF PLATE
12" MINIMUM THICK
SHEAR PLATE
6"MIN.12" MINIMUM THICK PLATE
CENTERED ON COLUMN
HSS COLUMN
NOTE:
BOLTED FASTENER SIZE
AND QUANTITY BY
CONNECTION DESIGNER
HSS COLUMN
CONNECTOR
PLATE
TO BEAM
GRID
NOTES:
1. ALL FORCES SHOWN ON THIS DRAWING ARE AXIAL. SEE FRAMING PLANS FOR
BEAM REACTIONS WHICH MUST ALSO BE CONSIDERED IN DESIGN OF FRAME
CONNECTIONS.
2. FOR BRACED FRAME CONNECTION DESIGN THE FORCES NOTED SHALL BE
CONSIDERED TO ACT IN TENSION AND COMPRESSION.
3. ALL BRACING CONNECTION SHALL BE DESIGNED TO RESIST A MINIMUM 10-KIP
AXIAL FORCE.
4. 9/16" SLOT ALONG CENTERLINE OF BRACE TO FIT OVER CONNECTOR PLATE.
5. NO OVERSIZED OR SLOTTED HOLES ALLOWED IN BRACED FRAMES UNLESS
CONNECTIONS ARE DESIGNED AS "SLIP CRITICAL".
12" MINIMUM THICK
CONNECTOR PLATE
3 8" WEB STIFFENERS
AS REQUIRED
WIDE FLANGE BEAM
6"MIN.3 8" WEB STIFFENERS
EACH SIDE OF WEB
WIDE FLANGE BEAM
3/4" = 1'-0"
SCHEMATIC MID-BRACE FRAMING DETAIL
3/4" = 1'-0"
BRACE DETAIL
CONNECTOR
PLATE
TO BEAM
BOTH SIDES
OF PLATE
NOTE:
916" SLOT ALONG CENTERLINE
OF BRACE TO FIT OVER
CONNECTOR PLATE
WP
HSS DIAGONAL
BRACE
WP
CONNECTOR
PLATE
TO COLUMN
3/4" = 1'-0"
BRACE DETAIL
3/4" = 1'-0"
BEAM/BRACE DETAILS
3/4" = 1'-0"
SCHEMATIC BRACE DETAILS
GRID
09-14-18.......BRACEDFRAMEELEVATIONS
KAK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Friday, September 14, 2018 12:05:22 PMWashington StreetSalem, MassachusettsW14x26
1/21/21/21/23/8
2"412"CLEAR1'-4"
CLEAR
PLAN VIEW
3/4" DIA. STEEL RUNG
(TYP.)
1/2" x 1-1/2" STEEL RAIL
(TYP.)
1/2" DIA. EXPANSION
BOLTS (TYP.)
1-1/2" x 3/8" BENT PLATE
BRACKET (TYP.)8'-6"3'-6"RUNGS @ 12" O.C. TYP.5'-0"1'-0"3"6"2" x 3" x 3/8" BENT PLATE
BRACKET (TYP.)
1/2" DIA. EXPANSION BOLT
(TYP.)
3/4" DIA. STEEL RUNG
(TYP.)
1-1/2" x 3/8" BENT PLATE
BRACKET (TYP.)
FINISH FLOOR
1/2" x 1-1/2" STEEL
RAIL (TYP.)
ELEVATION VIEWRUNGS @ 12" O.C. TYP.1/2" = 1'-0"
ELEVATOR PIT LADDER1
3 1/2" or 212" E.O.D.
POUR STOP
3/8" SHEAR TAB
STEEL BEAM
LIGHT GAGE WALL
FRAMING WITH 2"
DEFLECTION TRACK
- DESIGN BY LIGHT
GAGE
TUBE COLUMN
BEYOND
2 1/2" = 1'-0"
EDGE OF DECK CONNECTION
3 1/2" = 1'-0"
PERIMETER DECK CONNECTION
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESSPOUR STOP
3/8" SHEAR TAB
STEEL BEAM
LIGHT GAGE WALL
FRAMING WITH 2"
DEFLECTION TRACK
- DESIGN BY LIGHT
GAGE
TUBE COLUMN
BEYOND
3/4" A325 BOLTS (TYPICAL)
TUBE COLUMN BEYOND
9 1/2" = 1'-0"
BEAM CONNECTION AT COLUMN (TYPICAL)
6'-0"
12 1/2" = 1'-0"
CORRIDOR STEEL FLOOR FRAMING DETAIL (TYPICAL)
ELEVATED REINFORCED FLOOR SLAB
ON 3" COMPOSITE DECK
(SEE PLANS FOR CONCRETE THICKNESS)
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS.(2) L4x4x1/2" ANGLES
BACK TO BACK
STEEL BEAMS
TUBE COLUMN BEYOND
4"
12"
1/2" SEAT PLATE x6" &
1/2" VERTICAL PLATE
1/4"12"8"10"1/4"
6 1/2" = 1'-0"
VEHICLE BARRIER TO COLUMN CONN.6"ELEV. = 24'-8 1/4"
TOP OF STEEL
1'-414"HSS14x6x1/2"
LINTEL BEAM
L5x5x3/8"
LINTEL ANGLE
TUBE COLUMN
BEYOND
OFFSET OUT 1"
16 1/2" = 1'-0"
LINTEL BEAM AT GARAGE ENTRY
7 1/4" OR 6 1/4" ELEVATED
REINFORCED COMPOSITE
FLOOR SLAB *SEE PLANL7x4 OR L6x4 POUR
STOP *SEE PLAN
TUBE COLUMN
BEYOND
4 1/2" = 1'-0"
EDGE OF DECK AT STEEL ANGLE
5 1/2" = 1'-0"
EDGE OF DECK AT STAIR SHAFT
2x6 WOOD STUD BEARING WALL
7 1/4" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
PL6"x1/4" WELD PLATE
WITH 1/2"x4" EWS
ANCHORS AT 16" O.C.
8" CMU BEARING WALL
WITH #5's AT 24" O.C.
POUR STOP
CONTINUOUS 8"
CMU BOND BEAM20S4.02TUBE COLUMN BEYOND WHERE APPLICABLE
*SEE PLAN FOR LOCATIONS
ELEVATED REINFORCED FLOOR
SLAB ON 3" COMPOSITE DECK (SEE
PLANS FOR CONCRETE THICKNESS)
(2) L4x4x1/2" ANGLES
BACK TO BACK
8"6"312"
(2) L4x4x1/2" ANGLES
BACK TO BACK
2x6 WOOD STUD
CORRIDOR WALL
2x6 WOOD STUD
BEARING WALL
1@12
TOP
&
BOT1/2"x3" LAG SCREWS
EACH SIDE
21 1/2" = 1'-0"
CORRIDOR WOOD FLOOR FRAMING DETAIL (TYPICAL)
ELEVATED REINFORCED FLOOR SLAB
ON 3" COMPOSITE DECK
(SEE PLANS FOR CONCRETE THICKNESS).(2) L4x4x1/2" ANGLES
BACK TO BACK
(2) 1/2"x3" LAG SCREWS EACH SIDE20S4.022x6 WOOD STUD BEARING WALLS
2x6 WOOD STUD BEARING WALLS
*SEE PLANS FOR STUD SPACING
SECOND LEVEL
ELEV. = 23'-0"
PARKING LEVEL
W12x30
18 1/2" = 1'-0"
BOTTOM CHORD DECK CONNECTION
FASTEN DECK TO BEAM WITH
PUDDLE WELDS
7 1/4" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
3/8" SHEAR TAB
STEEL BEAM
13 1/2" = 1'-0"
EDGE OF DECK CONNECTION
LIGHT GAGE WALL FRAMING
WITH 2" DEFLECTION TRACK -
DESIGN BY LIGHT GAGE
TUBE COLUMN BEYOND
212" E.O.D.
FASTEN DECK TO BEAM WITH
PUDDLE WELDS
7 1/4" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
3/8" SHEAR TAB
STEEL BEAM
14 1/2" = 1'-0"
EDGE OF DECK CONNECTION
POUR STOP
LIGHT GAGE WALL FRAMING
WITH 2" DEFLECTION TRACK -
DESIGN BY LIGHT GAGE
TUBE COLUMN BEYOND
FASTEN DECK TO BEAM WITH
PUDDLE WELDS
7 1/4" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
3/8" SHEAR TAB
STEEL BEAM
15 1/2" = 1'-0"
EDGE OF DECK CONNECTION
LIGHT GAGE WALL FRAMING
WITH 2" DEFLECTION TRACK -
DESIGN BY LIGHT GAGE
TUBE COLUMN BEYOND
22 1/2" = 1'-0"
ISOLATED EQUIPMENT SLAB DETAIL
7 1/4" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
PL6"x1/4" WELD PLATE WITH
1/2"x4" EWS ANCHORS AT 16" O.C.
8" CMU BEARING WALL WITH
#5's AT 24" O.C.
FLOOR SLAB ISOLATION
WITH TRAFFIC GRADE
SEALANT, CONT.
AROUND ISOLATED SLAB
POUR STOP
STEEL BEAM
CONTINUOUS 8"
CMU BOND BEAM
W/ (2) #5's
70 LB. COMMERICAL
WASHING MACHINE
(NET WEIGHT = 1092 LB)
5'-4"
9"
EOD
9"
EOD
FLOOR SLAB ISOLATION
WITH TRAFFIC GRADE
SEALANT, CONT.
AROUND ISOLATED SLAB
POUR STOP
(TYP.)
STEEL BEAM
CONTINUOUS 8"
CMU BOND BEAM
W/ (2) #5's
PL6"x1/4" WELD PLATE WITH
1/2"x4" EWS ANCHORS AT 16" O.C.
8" CMU BEARING WALL WITH
#5's AT 24" O.C.
8" CMU BOND BEAM
HEADER W/ (2) #5's
6'-8"
9"
EOD
9"
EOD
70 LB. COMMERICAL
WASHING MACHINE
(NET WEIGHT = 1092 LB)
70 LB. COMMERICAL
WASHING MACHINE
(NET WEIGHT = 1092 LB)
7 1/4" ELEVATED
REINFORCED
COMPOSITE
FLOOR SLAB
23 1/2" = 1'-0"
ISOLATED EQUIPMENT SLAB DETAIL
TUBE COLUMN BEYOND
WHERE APPLICABLE
*SEE PLAN FOR LOCATIONS
TUBE COLUMN BEYOND
WHERE APPLICABLE
*SEE PLAN FOR LOCATIONS
3/4" A325 BOLTS (TYPICAL)
WEB STIFFENERS BOTH
SIDES OF BEAM
TUBE COLUMN BEYOND
7 1/2" = 1'-0"
BEAM CONNECTION AT COLUMN (TYPICAL)
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
W21x44
1'-0" FRAME W21 OVER COLUMN
3/4" A325 BOLTS (TYPICAL)
TUBE COLUMN BEYOND
8 1/2" = 1'-0"
BEAM CONNECTION AT COLUMN (TYPICAL)
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
TUBE COLUMN BEYOND
WHERE APPLICABLE
*SEE PLAN FOR LOCATIONS
TUBE COLUMN BEYOND
WHERE APPLICABLE
*SEE PLAN FOR LOCATIONS
TUBE COLUMN BEYOND
10 1/2" = 1'-0"
BEAM CONNECTION AT COLUMN (TYPICAL)
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
TUBE COLUMN BEYOND
WHERE APPLICABLE
*SEE PLAN FOR LOCATIONS
3/4" A325 BOLTS (TYPICAL)
TUBE COLUMN BEYOND
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
TUBE COLUMN BEYOND
WHERE APPLICABLE
*SEE PLAN FOR LOCATIONS
11 1/2" = 1'-0"
OFFSET BEAM CONN. AT COLUMN (TYPICAL)
20 1/2" = 1'-0"
FLOOR BACK TO BACK ANGLE191/2" = 1'-0"
BACK TO BACK ANGLE BEARING
24 1/2" = 1'-0"
EDGE OF DECK CONNECTION
CONCRETE FLOOR ELEVATION
BOTTOM OF RELIEVING ANGLE
5516"1" MAX.
CONTINUOUS GALVANIZED L5"x5"x3/8"
WITH 1 1/2" LONG VERT. SLOTTED HOLES
@ 36" O.C., BOLTED TO L5"x5"x3/8" POUR
STOP TO MAKE ADJUSTMENTS, WELD
AFTER FINAL ADJUSTMENTS
CONTINUOUS PL5"x1/2" SPACER PLATE
4"1/4"
1/2"x12" HEADED
BOLTS @ 36" O.C.
5 1/2" REINFORCED
ELEVATED SLAB
138"STEEL BEAMS *SEE PLAN
LIGHT GAGE WALL FRAMING
WITH 2" DEFLECTION TRACK -
DESIGN BY LIGHT GAGE
TUBE COLUMN BEYOND
AFTER FINAL
ADJUSTMENTS 1/4"2" @24"
CONTINUOUS GALVANIZED L5"x5"x3/8"
POUR STOP WITH 2" LONG HORIZ.
SLOTTED HOLES @ 36" O.C.
3/4" A325 BOLTS (TYPICAL)
TUBE COLUMN BEYOND
25 1/2" = 1'-0"
WALL-BEAM CONNECTION AT COLUMN
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
2x6 WOOD STUD BEARING WALLS
2x6 WOOD STUD BEARING WALLS
3 1/2" or 212" E.O.D.
#12 METAL TO WOOD SCREW
AT 12" O.C. MAX.
2x6 WOOD STUD BEARING WALL
AT 16" O.C.
5/8" CDX PLYWOOD SHEATHING
2x6 WOOD STUD BEARING WALL AT
16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
3 1/2" or 212" E.O.D.
#12 METAL TO WOOD SCREW
AT 12" O.C. MAX.
2x6 WOOD STUD BEARING WALL
AT 16" O.C.
5/8" CDX PLYWOOD SHEATHING
2x6 WOOD STUD BEARING WALL AT
16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
CONT.
THERMAL
BREAK
CONT.
THERMAL
BREAK
POUR
STOP
POUR
STOP
28 1/2" = 1'-0"
EDGE OF SLAB DETAIL "B"
27 1/2" = 1'-0"
EDGE OF SLAB DETAIL "A"
312"
BEARING
2x6 WOOD STUD BEARING WALL AT
16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
#12 METAL TO WOOD SCREW
AT 12" O.C. MAX.
2x6 WOOD STUD BEARING WALL
AT 16" O.C.
STRUCTURAL HEADER,
REFER TO PLANS FOR TYPES
29 1/2" = 1'-0"
EDGE OF SLAB DETAIL "C"
1/2" CDX
PLYWOOD
SHEATHING
4" or 3" FACE
OF STUD
4" or 3" FACE
OF STUD
212" E.O.D.
CONT.
THERMAL
BREAK
POUR
STOP
3" FACE
OF STUD
30 1/2" = 1'-0"
PERIMETER ROOF DECK CONNECTION
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
ROOF DECK
3 1/2" or 212" E.O.D.
3/8" SHEAR TAB
STEEL BEAM
LIGHT GAGE WALL
FRAMING WITH 2"
DEFLECTION TRACK
- DESIGN BY LIGHT
GAGE
TUBE COLUMN
BEYOND
3 1/2" or 212" E.O.D.
FASTEN DECK TO BEAM WITH
PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
POUR STOP
ROOF DECK
3/8" SHEAR TAB
STEEL BEAM
TUBE COLUMN
BEYOND
2x6 WOOD STUD BEARING WALL
STEEL BAR JOIST
212" E.O.D.
FASTEN DECK TO BEAM WITH
PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
POUR STOP
ROOF DECK
3/8" SHEAR TAB
STEEL BEAM
TUBE COLUMN
BEYOND
2x6 WOOD STUD BEARING WALL
3/8" SHEAR TAB
STEEL BEAM
TUBE COLUMN BEYOND
ROOF DECK
31 1/2" = 1'-0"
EDGE OF FLOOR/ROOF DECK
32 1/2" = 1'-0"
EDGE OF FLOOR/ROOF DECK 26 1/2" = 1'-0"
ROOF DECK AT STEEL BEAM
3" FACE OF STUD
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
TUBE COLUMN BEYOND
WHERE APPLICABLE
*SEE PLAN FOR LOCATIONS
17 1/2" = 1'-0"
LINTEL AT WIDE WINDOWS
ELEV . 26'-8"
BOTTOM OF LINTEL
212"6"6"
HSS6x6x1/4" BETWEEN
BUILDING COLUMNS
L6x6x3/8" LINTEL
WELDED TO HSS6x6
1"
4" or 3" FACE OF STUD
8"6"1/2" = 1'-0"
EDGE OF DECK CONNECTION
CONCRETE FLOOR ELEVATION
BOTTOM OF RELIEVING ANGLE
1" MAX.
CONTINUOUS GALVANIZED L6"x6"x3/8"
WITH 1 1/2" LONG HORIZ. SLOTTED
HOLES @ 36" O.C., BOLTED TO L7"x4"x3/8"
POUR STOP TO MAKE ADJUSTMENTS,
WELD AFTER FINAL ADJUSTMENTS
CONTINUOUS PL4"x1/4" SPACER PLATE
STEEL BEAM *SEE PLAN
LIGHT GAGE WALL FRAMING
WITH 2" DEFLECTION TRACK -
DESIGN BY LIGHT GAGE
TUBE COLUMN BEYOND
AFTER FINAL
ADJUSTMENTS 1/4"2" @24"
CONTINUOUS GALVANIZED L7"x4"x3/8"
POUR STOP WITH 2" LONG VERT.
SLOTTED HOLES @ 36" O.C.
1/4"
3 1/2" or 212" E.O.D.
4"
1/2"x12" HEADED
BOLTS @ 36" O.C.
7 1/4" REINFORCED
ELEVATED SLAB312"2x6 WOOD STUD BEARING WALL AT
16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
DOUBLE TOP PLATE IN
VIEW BEYOND
(3) 2x6 WOOD POST
BELOW BEAM
CONT.
THERMAL
BREAK
POUR
STOP
1/2" = 1'-0"
EDGE OF SLAB BEAM POCKET
4" or 3" FACE
OF STUD
STEEL BEAM *SEE PLAN
POUR STOP
WEB STIFFENERS
BOTH SIDES
POUR STOP
212" E.O.D.
STEEL BEAM
NOTE:
POUR STOP THICKNESS WITH NO
OVERHANG AS FOLLOWS:
A. 7 1/4" & 6 1/4" SLABS TO RECIEVE 16 GA.
B. 5 1/2" SLABS TO RECEIVE 20 GA.
NOTE:
POUR STOP THICKNESS WITH NO
OVERHANG AS FOLLOWS:
A. 7 1/4" & 6 1/4" SLABS TO RECIEVE 16 GA.
B. 5 1/2" SLABS TO RECEIVE 20 GA.
(3) 2x6 POSTS (P1) AT ANGLE
BEARING LOCATIONS
6"
MIN.
NOTE:
POUR STOP THICKNESS WITH NO
OVERHANG AS FOLLOWS:
A. 7 1/4" & 6 1/4" SLABS TO RECIEVE 16 GA.
B. 5 1/2" SLABS TO RECEIVE 20 GA.
POUR STOP
POUR STOP
NOTE:
POUR STOP THICKNESS WITH NO
OVERHANG AS FOLLOWS:
A. 7 1/4" & 6 1/4" SLABS TO RECIEVE 16 GA.
B. 5 1/2" SLABS TO RECEIVE 20 GA.
1/4"3"
3"
HSS6"x6" BRACE AT
BARRIER LOACTIONS
1/4"1/4"TYP
1/4"TYP
1/8"3"
STEEL BAR JOIST
STEEL BAR JOIST 3 1/2" or 212" E.O.D.
3 1/2" or 212" E.O.D.09-14-1809-25-18....FRAMINGDETAILS
KAK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Tuesday, September 25, 2018 9:40:07 AMWashington StreetSalem, Massachusetts
POUR STOP
FASTEN DECK TO HSS WITH
PUDDLE WELDS
5 1/2" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
PL6"x1/4" WELD PLATE
WITH 1/2"x4" EWS
ANCHORS AT 16" O.C.
STEEL BEAM AT CMU
BEARING WALL OPENING
POUR STOP
FASTEN DECK TO PL WITH
PUDDLE WELDS
7 1/4" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
CONTINUOUS
HSS 3 1/2"x2 1/2"1/4"
SPACER
STEEL BEAM AT CMU
BEARING WALL OPENING
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
7 1/4" ELEVATED
REINFORCED
COMPOSITE
FLOOR SLAB
STEEL BEAM
8" CMU BEARING WALL
W/ #5's AT 24" O.C.
STEEL BEAM
8" CMU BEARING WALL
W/ #5's AT 24" O.C.
2x6 WOOD BEARING WALL
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
5 1/2" ELEVATED
REINFORCED
COMPOSITE
FLOOR SLAB
36 1/2" = 1'-0"
EDGE OF DECK AT ELEVATOR
35 1/2" = 1'-0"
EDGE OF DECK AT ELEVATOR
38 1/2" = 1'-0"
EDGE OF DECK AT ELEVATOR
37 1/2" = 1'-0"
EDGE OF DECK AT ELEVATOR
POUR STOP
FASTEN DECK TO PL AND BEAM
WITH PUDDLE WELDS
7 1/4" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
STEEL BEAM
PL6"x1/4" WELD PLATE WITH
1/2"x4" EWS ANCHORS AT 16" O.C.
8" CMU BEARING WALL
WITH #5's AT 24" O.C.
34 1/2" = 1'-0"
EDGE OF DECK AT ELEVATOR
2x6 WOOD STUD BEARING WALL
AT 16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB *SEE
PLAN
#12 METAL TO WOOD SCREW
AT 12" O.C. MAX.
2x6 WOOD STUD BEARING WALL AT 16" O.C.
7/16" OSB PLYWOOD SHEATHING AT SHEAR
WALLS, REFER TO FRAMING PLANS FOR
LOCATIONS
2x6 WOOD STUD BEARING WALL
AT 16" O.C. IN VIEW BEYOND
#12 METAL TO WOOD SCREW
AT 12" O.C. MAX.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB *SEE
PLAN
WOOD HEADER, REFER TO FRAMING
PLANS FOR LOCATION AND TYPE
7/16" OSB PLYWOOD SHEATHING
AT SHEAR WALLS, REFER TO
FRAMING PLANS FOR LOCATIONS
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
(2) ROWS 16d NAILS
@ 3" O.C. VERTICAL
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
SOLE PLATE OVER
CONTINUOUS SILL SEAL
ELEVATED
REINFORCED COMPOSITE
FLOOR SLAB *SEE PLAN
POST WITH
KING STUD
HEADER
50 1/2" = 1'-0"
INT. BEARING WALL FLOOR DETAIL
49 1/2" = 1'-0"
INT. HEADER BEARING DETAIL
51 1/2" = 1'-0"
ROOF HEADER JACK STUD(S) DETAIL
2x6 WOOD STUD BEARING WALL
AT 16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø
PAF AT 12" O.C.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
*SEE PLAN FOR THICKNESS
12" E.O.D.
#12 METAL TO WOOD SCREW
AT 12" O.C. MAX.
2x6 WOOD STUD BEARING WALL
AT 16" O.C.
5/8" CDX PLYWOOD SHEATHING
POUR
STOP
33 1/2" = 1'-0"
EDGE OF SLAB AT STAIR
312"
BEARING
L5x5x3/8" POUR STOP
1/2" SPACER
2x6 WOOD STUD
BEARING WALL *SEE
PLAN FOR STUD SPACING
44 1/2" = 1'-0"
EDGE OF FLOOR DECK
3 1/2" or 212" E.O.D.
4" or 3" FACE OF STUD
40 1/2" = 1'-0"
CANTILEVERED BALCONY BEAM DETAIL
10'-3" (N.T.S.)3'-4" CANTILEVER
512" POST
512" POST 14'-7" (N.T.S.) GALVANIZED W4x13
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB *SEE PLAN
3'-1"
GALV. W5x16 BEYOND
P.T. 2x4 FRAMING
RIPPED P.T.
2x12 RIM JOIST
4" FACE OF STUD
ELEV . 43'-5"
TOP OF BEAM
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
SOLE PLATE OVER
CONTINUOUS SILL SEAL
-FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
3'-1" OR 3'-9" (SEE PLAN)
GALV. W5x16
P.T. 2x4 FRAMING
4" FACE OF STUD
ELEV . 43'-5"
TOP OF BEAM
42 1/2" = 1'-0"
BALCONY BEAM DETAIL
2x6 WOOD STUD BEARING WALL AT 16" O.C.
SOLE PLATE OVER CONTINUOUS SILL SEAL
-FASTEN W/ 0.157"Ø PAF AT 12" O.C.
ELEVATED REINFORCED COMPOSITE
FLOOR SLAB *SEE PLAN
3'-1"
GALV. W5x16 BEYOND
P.T. 2x4 FRAMING
RIPPED
P.T. 2x12
RIM JOIST
4" FACE OF STUD
GALV. W5x16GALV. W5x16
GALV. W5x16GALV. W5x16
9'-10" (N.T.S.)3'-4" CANTILEVER
512" POST
512" POST14'-1" (N.T.S.) GALVANIZED W4x13
41 1/2" = 1'-0"
CANTILEVERED BALCONY BEAM DETAIL
TAPERED P.T. 2x6
BALCONY FRAMING
ELEV . 43'-5"
TOP OF BEAM
GALV. W5x16
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
SOLE PLATE OVER
CONTINUOUS SILL SEAL
-FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
43 1/2" = 1'-0"
BALCONY BEAM BEARING DETAIL
10"
HSS14x6x1/2" LINTEL BEAM 1'-2"234"ELEV . 31'-4 3/4"
TOP OF BEAM
BOT OF LINTEL1'-434"714"6" METAL STUD FRAMING
7 1/4" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
47 1/2" = 1'-0"
LEVEL 23 OVERHEAD DOOR LINTEL/FLOOR OPENING
GALV. C5x6.7 HANGERS @
48" O.C. WITH 2" LONG
HORIZ. SLOTTED HOLES
GALV. C7x9.8 HANGERS
WITH 1 1/2" LONG VERT.
SLOTTED HOLES
GALVANIZED L5"x3 1/2"x3/8"
(LLV) WELDED TO C5x6.7 8"2"GALV. 3/8" WEB
STIFFENER PLATE AT
HANGER LOCATIONS
ELEV . 43'-9"
TOP OF BEAM
BOT OF LINTEL3'-31116"1/4"3 SIDES3"
ROOF DECK
STEEL BEAM
10"
212"
48 1/2" = 1'-0"
LEVEL 32 OVERHEAD DOOR LINTEL
8" CMU BEARING WALL
W/ #5's AT 24" O.C.
FASTEN DECK TO ANGLE
WITH PUDDLE WELDS
5 1/2" ELEVATED
REINFORCED
COMPOSITE
FLOOR SLAB
39 1/2" = 1'-0"
EDGE OF DECK AT ELEVATOR
#12 METAL TO WOOD SCREW
AT 12" O.C. MAX.
HOT DIPPED GALV. ADJUSTABLE
TIES AT 16" O.C. EACH WAY,
SECURELY ATTACHED TO STUDS
5/8" CDX PLYWOOD SHEATHING
2x6 WOOD STUD BEARING WALL
AT 16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB *SEE
PLAN
45 1/2" = 1'-0"
EDGE OF SLAB DETAIL AT BALCONY "A"
2x6 WOOD STUD BEARING WALL
AT 16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
ELEVATED REINFORCED
COMPOSITE FLOOR SLAB *SEE
PLAN
#12 METAL TO WOOD SCREW
AT 12" O.C. MAX.
HOT DIPPED GALV. ADJUSTABLE
TIES AT 16" O.C. EACH WAY,
SECURELY ATTACHED TO STUDS
5/8" CDX PLYWOOD SHEATHING
46 1/2" = 1'-0"
EDGE OF SLAB DETAIL AT BALCONY "A"
312" BEARING
212" E.O.D.
POUR STOP
P.T. 2x10 DECK FRAMING
@ 16" O.C.
3" FACE
OF STUD
SLOPE 1/4":12"
212" E.O.D.
POUR STOP
P.T. 2x10 DECK FRAMING
@ 16" O.C.
3" FACE
OF STUD
JOIST HANGER
2x6 WOOD STUD BEARING WALL
AT 16" O.C.
SOLE PLATE OVER CONTINUOUS
SILL SEAL -FASTEN W/ 0.157"Ø PAF
AT 12" O.C.
56 1/2" = 1'-0"
ROOF EDGE BEARING DETAIL "B"
55 1/2" = 1'-0"
ROOF EDGE BEARING DETAIL "A"
ELEV . 74'-9 3/4"
TOP PLATE
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
OUTLINE OF WALL / ROOF
VARIESL4x3x1/4" ANGLE (LLV) SCREWED TO
EACH STUD WITH (2) #12 SCREWS.
ROOF DECK WELDED TO ANGLE.
SLOPE TO MATCH INTERIOR
BEARING WALLS.
4" or 3" FACE OF STUD
ELEV . 74'-9 3/4"
TOP PLATE
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
OUTLINE OF WALL / ROOF
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
834"L9x3x16GA. ANGLE (LLH) SCREWED
TO EACH STUD WITH (3) #10
SCREWS. ROOF DECK SCREWED TO
ANGLE WITH #10 SCREWS @ 12 O.C.
4" or 3" FACE OF STUD
ELEV . 74'-1"
DECK BEARING
ELEV . 74'-1"
DECK BEARING AT EXTERIOR WALL
814"ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
SLOPE 1/4" PER 12"
6'-0"OUTLINE
OF ROOF
ELEV . 74'-1"
DECK BEARING AT EXTERIOR WALL
814"634"SLOPE 1/4" PER 12"
SLOPE
6'-0"OUTLINE
OF ROOF 5'-6"2x6 WOOD STUD BEARING
WALL AT 16" O.C.
(3) 2x6 POSTS (P1) AT ANGLE
BEARING LOCATIONS
HVAC COMPRESSOR
CONDENSER UNIT
634"(2) L4x4x1/2" ANGLES BACK TO BACK
53S4.03(2) L5x5x3/8" ANGLES
BACK TO BACK
53S4.03OUTLINE OF ROOF
ELEV . 74'-1"
DECK BEARING AT EXTERIOR WALL
814"634"SLOPE 1/4" PER 12"
SLOPE
6'-0"1'-0"ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
(3) 2x6 POSTS (P1) AT ANGLE
BEARING LOCATIONS
HVAC COMPRESSOR
CONDENSER UNIT
(2) L4x4x1/2" ANGLES
BACK TO BACK
53S4.034'-6"OUTLINE OF ROOF
(2) L4x4x1/2" ANGLES
BACK TO BACK
10"6"312"
(2) L4x4x1/2" ANGLES
BACK TO BACK
2x6 WOOD STUD
CORRIDOR WALL
2x6 WOOD STUD
BEARING WALL
1@12
TOP
&
BOT1/2"x3" LAG SCREWS
EACH SIDE
53 1/2" = 1'-0"
ROOF BACK TO BACK ANGLE
54 1/2" = 1'-0"
BACK TO BACK ANGLE BEARING
57 1/2" = 1'-0"
ROOF EDGE BEARING DETAIL "C"
ELEV . 74'-9 3/4"
TOP PLATE
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
OUTLINE OF WALL / ROOF
834"L9x3x16GA. ANGLE (LLH) SCREWED
TO EACH STUD WITH (3) #10
SCREWS. ROOF DECK SCREWED TO
ANGLE WITH #10 SCREWS @ 12 O.C.
4" or 3" FACE OF STUD
ELEV . 74'-1"
DECK BEARING
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
HSS5X5 HOIST BEAM
W8x18 HOIST BEAM
W8x18 DIVIDER BEAM(S)13'-4" CLEAROUTLINE OF ROOF
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
8'-0"AFF8" CMU BEARING WALLS
WITH #5's AT 24" O.C.
CMU BOND BEAM ABOVE
ELEVATOR OPENING
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
ELEV . 78'-8"
TOP OF CMU
1'-4"8"2x6 WOOD STUD
BEARING WALL
AT 16" O.C.
SLOPED DOUBLE
TOP PLATE
#12 METAL TO WOOD SCREW
AT 12" O.C. MAX.
2x6 WOOD STUD BEARING WALL AT 16" O.C.
7/16" OSB PLYWOOD SHEATHING AT SHEAR
WALLS, REFER TO FRAMING PLANS FOR
LOCATIONS
58 1/2" = 1'-0"
INT. BEARING WALL ROOF DETAIL
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
OUTLINE OF ROOF
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
(2) ROWS 16d NAILS
@ 3" O.C. VERTICAL
ROOF DECK = GALV. WIDE
RIB, TYPE 3N18 GA
JACK STUD(S)
KING STUD
HEADER
52 1/2" = 1'-0"
ROOF HEADER JACK STUD(S) DETAIL
SLOPE
*SEE PLAN
SLOPE
*SEE PLAN
SLOPE
*SEE PLAN8'-0"AFFROOF DECK =
GALV. WIDE RIB,
TYPE 3N18 GA
ELEV . 78'-8"
TOP OF CMU
1'-4"8"3'-112"ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
HSS5X5 HOIST BEAM
W8x18 HOIST BEAM
W8x18 DIVIDER BEAM(S)13'-4" CLEAROUTLINE OF ROOF
8" CMU BEARING WALLS
WITH #5's AT 24" O.C.
CMU BOND BEAM ABOVE
ELEVATOR OPENING
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA5'-4"60 1/2" = 1'-0"
HOTEL ELEVATOR SECTION DETAIL
61 1/2" = 1'-0"
RESIDENTIAL ELEVATOR SECTION DETAIL
JACK STUD(S)
KING STUD
62 1/2" = 1'-0"
CORRIDOR ROOF FRAMING DETAIL (TYPICAL)
63 1/2" = 1'-0"
CORRIDOR ROOF FRAMING DETAIL AT SCREEN WALL 59 1/2" = 1'-0"
CORRIDOR ROOF FRAMING DETAIL AT ELEVATED SCREEN WALL
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
8" CMU BEARING WALL
W/ #5's AT 24" O.C.
2x6 WOOD BEARING
WALL
2x6 WOOD BEARING WALL
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
5 1/2" ELEVATED
REINFORCED
COMPOSITE
FLOOR SLAB
1/2" = 1'-0"
EDGE OF DECK AT ELEVATOR
L5x5x3/8" LINTEL ANGLE
OFFSET OUT 1"
APPLIES TO 3 WALLS AROUND
BALCONY LOCATIONS FROM
LEVEL 32 TO LEVEL 44
APPLIES TO 3 WALLS
AROUND BALCONY
LOCATIONS AT LEVEL 44
CANTI-LEVERED WOOD STUDS
EXTEND PAST ROOF DECK,
*EXCEPT AT L4x4 BEARING
LOCATIONS, SEE PLAN
10"1"ELEV . 43'-5"
TOP OF BEAM1"10"1"11"
11"1"1"RIPPED
P.T. 2x12
RIM JOIST
10"1"11"
8" CMU BEARING WALL
W/ #5's AT 24" O.C.
FASTEN DECK TO ANGLE
WITH PUDDLE WELDS
5 1/2" ELEVATED
REINFORCED
COMPOSITE
FLOOR SLAB
1/2" = 1'-0"
ANGLE BEARING AT ELEVATOR.END PL12x5x3/8"
WELDED TO END
OF L5x5 ANGLES39.2S4.031/2" = 1'-0"
ANGLE BEARING AT ELEVATOR
5 1/2" ELEVATED REINFORCED
COMPOSITE FLOOR SLAB
8"
MIN. 3" WITH TWO STUD ROWS
VARIESDECKING SUPPLIER PLEASE NOTE: DECKING LAYOUT MUST
BE PROVIDED FOR APPROVAL DURING SHOP DRAWING
PROCESS - PROVIDE CLOSURE STRIPS AT ALL LOCATIONS
WHERE END OF DECK IS NOT LAPPED OR CLOSED
3A - BEAM CONDITION 3B - GIRDER CONDITION
NOTE: PROVIDE CUSTOM DECK PAN TO ALLOW FULL SLAB
DEPTH OVER FLANGE WIDTH, WHERE LOW WIDTH OF DECK
FLUTE PARALLEL TO BEAM DOES NOT ALIGN WITH BEAM
64 1/2" = 1'-0"
COMPOSITE DECKING LAYOUT - TYPICAL DETAILS
PROVIDE FILLER STRIPS AS REQUIRED
TO CLOSE DECK AND PROVIDE FULL
DEPTH CONCRETE OVER BEAM
CONDITION REQUIRING TWO
ROWS OF STUDS SHOWN LIGHTLY
- SPACE 3/4" STUDS 3" ON FLANGE
WITH A MINIMUM 5-1/2" WIDTHTYPICAL COMPOSITE
GIRDER STEEL BEAM
TYPICAL CONCRETE
DECK WITH TYPICAL
WELDED WIRE MESH
- SEE PLAN
TYPICAL COMPOSITE
GIRDER STEEL BEAM
TYPICAL SHEAR STUDS FASTENED
THROUGH DECKING AT LOW FLUTE
OVER STEEL BEAM FLANGES
STEEL WELDED
WIRE MESH
VARIESTYPICAL CONCRETE
DECK - SEE PLAN
ROOF DECK = GALV.
WIDE RIB, TYPE 3N18 GA
2x6 WOOD STUD BEARING
WALL AT 16" O.C.
(3) 2x6 POSTS (P1) AT ANGLE
BEARING LOCATIONS
6"
MIN.
6"
MIN.
6"
MIN.
POUR STOP
NOTE:
POUR STOP THICKNESS WITH NO
OVERHANG AS FOLLOWS:
A. 7 1/4" & 6 1/4" SLABS TO RECIEVE 16 GA.
B. 5 1/2" SLABS TO RECEIVE 20 GA.
O.H. DOOR
CLEARANCES
STEEL BAR JOIST
(3) 2x6 POST CANTILEVER AT
OPENING EDGES
SIMPSON U28-3 CONCEALED
HANGER AT EACH END
O.H. DOOR
CLEARANCES
ELEVATED
REINFORCED COMPOSITE
FLOOR SLAB *SEE PLAN
FASTEN DECK TO BEAM
WITH PUDDLE WELDS
7 1/4" ELEVATED
REINFORCED
COMPOSITE
FLOOR SLAB
STEEL BEAM
8" CMU BEARING WALL
W/ #5's AT 24" O.C.
1/2" = 1'-0"
EDGE OF DECK AT ELEVATOR
PL6"x1/4" WELD
PLATE WITH
1/2"x4" EWS
ANCHORS AT
16" O.C.
POUR STOP
3" FACE OF STUD
09-14-1809-25-18...FRAMINGDETAILS
KAK
JJD c Copyright 2017 Opechee Construction CorporationISSUED:REVISION:sheet number:
project architect:
drawn by:Tuesday, September 25, 2018 9:40:58 AMWashington StreetSalem, Massachusetts
1. ALL ROUGH FRAMING SHALL BE SPRUCE-PINE-FIR, NO. 1 OR BETTER , UNLESS OTHERWISE NOTED ORSHOWN ON THE DRAWINGS.2. ALL TWO (2) INCH NOMINAL LUMBER TO BE SEASONED TO 19% MAXIMUM MOISTURE CONTENT.3. ALL LUMBER AND PLYWOOD SHALL BE GRADE-STAMPED BY THE APPROPRIATE MANUFACTURER'SASSOCIATION FOR THE APPROPRIATE USE.4. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE PRESSURE TREATED SOUTHERNPINE.5. ALL WOOD FRAMING SHALL BE BUILT PLUMB, LEVEL, SQUARE, AND TRUE WITH ADEQUATE BRACING ANDCONNECTION HARDWARE TO ENSURE A RIGID STRUCTURE.6. FRAMING CONNECTIONS SHALL BE ACCURATELY CUT AND TIGHTLY FITTED AS NECESSITATED BY THECONDITIONS ENCOUNTERED TO PROVIDE FULL SURFACE CONTACT WITHOUT USE OF SHIMS.7. ALL SHEATHING SHALL BE LAID WITH LONG DIMENSIONS PERPENDICULAR TO SUPPORTS. STAGGER ALLJOINTS.8. ALL HEADERS OVER SIX (6) FEET IN LENGTH SHALL BEAR ON DOUBLE STUD POSTS AS A MINIMUM, UNLESSOTHERWISE NOTED ON THE DRAWINGS.9. SIMPSON CONSTRUCTION HARDWARE (OR APPROVED EQUAL) SHALL BE FASTENED ACCORDING TO THEMANUFACTURER'S SPECIFICATIONS AND NAILING SCHEDULE. THE GENERAL CONTRACTOR MUST BE FAMILIARWITH, AND HAVE THE APPROPRIATE PRODUCT CATALOGS ON SITE. A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON CATALOG. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS (8 GAGE X 3-1/2") AND CANNOT BE REPLACED WITH 16D SINKERS (9 GAGE X 3-1/4") UNLESS OTHERWISE SPECIFIED. B. BOLT HOLES SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER (PER THE 1997 NDS, SECTION 8.1.2.1.). C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. D. PNEUMATIC NAILERS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. E. JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWEEN THE JOIST AND THE HEADER SHALL NOT EXCEED 1/8".10. BEAMS NOTED AS "LVL" SHALL BE "VERSA-LAM" AS MANUFACTURED BY BOISE CASCADE (E=2,000,000 PSI,Fb=3080 PSI). VERSA-LAM PRODUCTS SHALL BE PROPERLY STORED AND PROTECTED FROM WATER DAMAGEDURING CONSTRUCTION.11. COLUMNS NOTED AS "LVL" SHALL BE "VERSA-LAM" AS MANUFACTURED BY BOISE CASCADE (E=1,800,000PSI, Fb=2200 PSI). VERSA-LAM PRODUCTS SHALL BE PROPERLY STORED AND PROTECTED FROM WATERDAMAGE DURING CONSTRUCTION.12. UNLESS NOTED OTHERWISE, MINIMUM FASTENING OF WOOD MEMBERS SHALL CONFORM TO TABLE2304.9.1 OF THE IBC.13. ALL PLYWOOD OR OSB SHEATHING SHALL BE APA RATED AND SHALL BE ADEQUATELY SPACED AT JOINTS(1/8" TYP) AS RECOMMENDED BY THE APA FOR EXPANSION.14. ALL POSTS SHALL CONTINUE TO THE FOUNDATION. UNLESS OTHERWISE INDICATED, INSTALL SOLIDBLOCKING WITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.WOOD FRAMINGITEMAGENT NO.SCOPE1. TRUSS FABRICATORCERTIFICATION/QUALITY CONTROLPROCEDURES32. MATERIAL GRADINGREVIEW SPECIES AND GRADES OF LUMBERUSED TO ENSURE CONFORMANCE WITHCONSTRUCTION DOCUMENTS. REVIEW TRUSSMEMBERS TO ENSURE CONFORMANCE WITHTRUSS ENGINEERING AND SHOP DRAWINGS.3. CONNECTIONSVERIFY THAT ROOF TRUSS AND OTHER WOODFRAME CONNECTIONS COMPLY WITHCONSTRUCTION DOCUMENTS AND SHOPDRAWINGS.WOOD CONSTRUCTION4. FRAMING DETAILS333VERIFY THAT FRAMING CONFIGURATION ANDALIGNMENT OF WALL FRAMING BELOW FLOORAND ROOF FRAMING IS AS SPECIFIED ON THECONSTRUCTION DOCUMENTS. VERIFYTEMPORARY AND PERMANENT TRUSS BRACINGTO CONFORM WITH TPI PUBLICATION BCSI 1-03.5. OTHER3VERIFY THAT FASTENING OF ALL LATERAL LOADRESISTING ELEMENTS SUCH AS SHEAR WALLSAND DIAPHRAGMS ARE IN CONFORMANCE WITHTHE CONSTRUCTION DOCUMENTS.1. ALL WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI318-08) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301)2. INTERIOR SLABS ON GRADE TO BE OF THICKNESS SHOWN ON DRAWINGS WITH CONCRETE FIBERREINFORCING. DOSAGE TO BE AS RECOMMENDED BY THE MANUFACTURER.3. PROVIDE 15-MIL POLYETHYLENE MOISTURE VAPOR RETARDER DIRECTLY BELOW ALL INTERIOR SLABS ONGRADE, OVER 9" BASE OF COMPACTED CRUSHED STONE. OVERLAP SEAMS MINIMUM 6" AND TAPE ASREQUIRED TO MAINTAIN POSITION.4. ALL FOOTINGS ARE TO REST ON UNDISTURBED SOIL OR CLEAN GRANULAR FILL COMPACTED IN LAYERS OF12" OR LESS TO 95% COMPACTION OR AS RECOMMENDED BY GEOTECH. REPORT WHICHEVER IS MORESTRINGENT.5. MINIMUM CONCRETE PROTECTION FOR REINFORCING STEEL SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST EARTH: 3 INCHES FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: 1-1/2 INCHES FOR #5 BARS AND SMALLER 2 INCHES FOR #6 BARS AND GREATER6. CALCIUM CHLORIDE IS PROHIBITED IN ANY CONCRETE MIX.7. CONCRETE SHALL BE ADEQUATELY PROTECTED FROM HOT OR COLD WEATHER AS REQUIRED BY ACIPUBLICATIONS 305 AND 306, RESPECTIVELY.8. ALL CONCRETE FOR WALLS, FOOTINGS, AND SLABS SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVESTRENGTH OF 3000 PSI AT 28 DAYS (U.N.O.). CYLINDERS SHALL BE TAKEN AND TESTED IN ACCORDANCE WITHACI RECOMMENDATIONS.9. SLAB CONTROL JOINTS, WHERE SHOWN, SHALL BE SAW CUT AND SHALL BE CUT IMMEDIATELY AFTERFINISHING. JOINTS SHALL BE AT MINIMUM 1/4 OF THE THICKNESS OF THE SLAB.10. WALL CONTROL JOINTS SHALL BE PLACED AS SHOWN ON DRAWINGS OR AT A MAXIMUM OF 40 FEET ONCENTER.11. BACKFILL BOTH SIDES OF THE FOUNDATION WALL SIMULTANEOUSLY TO THE MAXIMUM HEIGHT POSSIBLE.12. ALL CONCRETE SHALL BE CURED BY AN APPROVED METHOD AS PRESCRIBED BY ACI.13. MAXIMUM WATER TO CEMENT RATIO SHALL BE 0.5 FOR 3000 PSI CONCRETE AND 0.45 FOR 4000 PSICONCRETE MIXES WITH MID-RANGE WATER REDUCERS (MRWR) USED. W/C RATIO FOR 3000 PSI CONCRETE INFOOTINGS MAY BE 0.53 WITHOUT THE USE OF MID-RANGE WATER REDUCERS. MINIMUM CEMENT QUANTITIESSHALL BE 517 LB./YD FOR 3000 PSI CONCRETE AND 611 LB./YD FOR 4000 PSI CONCRETE.14. MAXIMUM CONCRETE SLUMP SHALL BE FOUR INCHES WITHOUT MRWR AND SEVEN INCHES WITH MRWR.MRWR MUST BE USED IN ALL CONCRETE EXCEPT FOOTINGS.15. USE AIR-ENTRAINING ADMIXTURES IN CONCRETE SUBJECT TO FREEZING AND THAWING, THIS INCLUDESEXTERIOR FOUNDATION WALLS AND EXTERIOR SLABS. MAXIMUM AIR CONTENT AT POINT OF DELIVERY TO BE6 PERCENT, PLUS OR MINUS 1.5 PERCENT.16. DO NOT USE AIR-ENTRAINING ADMIXTURES IN CONCRETE FOR USE IN INTERIOR SLABS ON GRADE OR SLABON DECK. AIR CONTENT OF TROWELED FINISH FLOORS NOT TO EXCEED 3 PERCENT.17. REFER TO GEOTECHNICAL REPORT RECOMMENDATIONS FOR SUBGRADE REQUIREMENTS BELOWEXTERIOR SLABS.1. CONTROL JOINTS IN CONCRETE SLABS ARE GENERALLY SPACED IN A MANNER TO CONTROL CRACKLOCATIONS OCCURRING DUE TO CURING SHRINKAGE AND THERMAL MOVEMENT OF CONCRETE. WELDEDWIRE FABRIC DOES NOT INHIBIT CRACKING, BUT HOLDS CONCRETE TIGHTLY TOGETHER AFTER CRACKINGHAS OCCURRED. IN ORDER TO BETTER CONTROL RANDOM CRACKING OF CONCRETE THE FOLLOWINGMEASURES ARE RECOMMENDED: A) SUPPLY A WELL COMPACTED AND CONSISTENT SUBGRADE. B) LIMIT WATER VOLUME IN CONCRETE USING A STIFFER MIX. C) SUPPLY ADEQUATE CURING MEASURES. WET CURE OR USE CURING SEALERS. D) LIMIT JOINT SPACING TO 2 TIMES SLAB THICKNESS IN FEET.2. SLAB CURLING IS ALSO A PROBLEM WHICH HAS BECOME MORE PREVALENT WITH MODERN CONCRETEMIXES WHICH HAVE HIGHER STRENGTHS. THE FOLLOWING MEASURES IN ADDITION TO THOSE STATEDABOVE ARE RECOMMENDED TO LIMIT CURLING OF CONCRETE SLABS-ON-GRADE: A) CURE THE SLAB PROPERLY. B) USE HIGHER QUANTITY OF COARSE AGGREGATES IN THE MIX. C) USE A LOWER AMOUNT OF CEMENT.1. ALL REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60.2. WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM A1064.USE FLAT SHEETS ONLY.3. ALL REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST ACI DETAILING MANUAL.4. WHERE CONTINUOUS BARS ARE CALLED FOR, INDICATED, REQUIRED, THEY SHALL RUN CONTINUOUSLYAROUND CORNERS, LAPPED AT NECESSARY SPLICES, SPLICES STAGGERED AND HOOKED ATDISCONTINUOUS ENDS. LAP LENGTHS SHALL BE AS SHOWN OR NOTED ON THE DRAWINGS. IF LAP/SPLICELENGTHS ARE NOT INDICATED FOLLOW ACI STANDARDS.SLAB-ON-GRADE CONTROL JOINTSREINFORCING STEEL1. ALL FOOTINGS SHALL BE CARRIED DOWN TO REST ON 12" BASE OF COMPACTED CRUSHED STONE OVERUNDISTURBED SOIL OR STRUCTURAL FILL COMPACTED IN 12" LAYERS TO 95% COMPACTION. THE UNDERLYINGSOILS AND THE STRUCTURAL FILL SHALL HAVE A MINIMUM SAFE LOAD BEARING CAPACITY OF 4000 PSF.FOLLOW RECOMMENDATION OF GEOTECHNICAL REPORT FOR PREPARATION, BACKFILL, COMPACTION, ETC.2. REMOVE ALL EXISTING TOPSOIL, PAVEMENT, ORGANIC MATERIALS, OR OTHER SOIL THAT APPEAR TO BEUNSUITABLE PRIOR TO PREPARING THE FOOTING GRADE.3. IF ANY ADVERSE SOIL CONDITIONS ARE ENCOUNTERED WHICH EXTEND BELOW FOOTING LEVEL, SUCH ASTHOSE LISTED ABOVE, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY FORDETERMINATION OF HOW TO REMEDY THE CONDITION BEFORE CONTINUATION OF THE WORK.4. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. ALL EXTERIOR CONSTRUCTION SHALLBE CARRIED DOWN TO A MINIMUM OF FOUR (4) FEET BELOW FINISHED, ADJACENT EXTERIOR GRADE.5. REFER TO GEOTECHNICAL ENGINEERING REPORT BY McPHAIL ASSOCIATES, LLC, DATED MARCH 15, 2013FOR ALL INFORMATION REGARDING EXCAVATION, BACKFILL, SUBGRADE PREPARATION, FILL MATERIALS,DRAINAGE, ETC.6. REFER TO GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS FOR SUBGRADES BENEATHFOOTINGS, INTERIOR SLABS, AND EXTERIOR SLABS.SOIL BEARINGCAST-IN-PLACE-CONCRETE1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE STATE AND LOCAL CODES,INCLUDING BUT NOT LIMITED TO: 2015 INTERNATIONAL BUILDING CODE (WITH MASSACHUSETTS AMENDMENTS) ANSI/ASCE 7-05 ACI 318-08 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION ACI 530-08/ASCE 5-08/TMS 402-08 "BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES" ANSI/AWC NDS-2015 “NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION”ANY DISCREPANCIES BETWEEN THE ABOVE LISTED CODES AND THE CONSTRUCTION DOCUMENTS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH AFFECTEDWORK.2. ALL WORK SHALL BE PERFORMED BY PERSONS QUALIFIED IN THEIR TRADE AND LICENSED TO PRACTICESUCH TRADE IN THE STATE IN WHICH THE PROJECT IS LOCATED.3. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY ARCHITECTURAL, MECHANICAL, ANDELECTRICAL DRAWINGS IN ADDITION TO SPECIFICATIONS AND ANY SHOP DRAWINGS PROVIDED BYSUBCONTRACTORS AND SUPPLIERS.4. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE GENERALCONTRACTOR (G.C.) AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEERFOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OF WORK.5. UNLESS OTHERWISE NOTED, DETAILS, SECTIONS, AND NOTES SHOWN ON THESE DRAWINGS SHALL BECONSIDERED TYPICAL FOR ALL SIMILAR DETAILS.6. THESE DRAWINGS DO NOT SHOW SIZE, LOCATION, OR TYPE OF OPENINGS IN THE FOUNDATION SYSTEMFOR ELECTRICAL, PLUMBING, OR MECHANICAL EQUIPMENT. THE GENERAL CONTRACTOR SHALL BERESPONSIBLE FOR LOCATING THESE ITEMS.7. ALL SHOP DRAWINGS PROVIDED BY OTHERS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIORTO THE FABRICATION OF MATERIAL OR THE PURCHASE OF NON-RETURNABLE STOCK. QUANTITY ANDDIMENSIONAL REVIEW IS THE CONTRACTOR'S RESPONSIBILITY.8. ANY AND ALL TEMPORARY BRACING OR SHORING WHICH IS NEEDED TO HOLD THE STRUCTURE IN A SAFEAND STABLE POSITION UNTIL THE BUILDING IS COMPLETE, IS SOLELY THE RESPONSIBILITY OF THECONTRACTOR. CONSULT INDEPENDENT ENGINEER IF DESIGN ASSISTANCE OR REVIEW IS NEEDED.9. THE BUILDING PERMIT APPLICANT (e.g. OWNER, CONTRACTOR) MUST PROVIDE SPECIAL INSPECTIONS PERTHE REQUIREMENTS OF CHAPTER 17 OF THE 2015 INTERNATIONAL BUILDING CODE WITH MASSACHUSETTSAMENDMENTS AND FURNISH INSPECTION REPORTS TO THE CODE OFFICIAL AND TO THE ENGINEER OFRECORD. THE TESTING/INSPECTION AGENCY(S) MUST BE APPROVED BY THE ENGINEER OF RECORD. ASCHEDULE OF SPECIAL INSPECTIONS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW AND APPROVAL, ORPROVIDED BY ENGINEER UPON REQUEST.GENERALDESIGN LOADS1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH IBC 2015 WITH MASSACHUSETTS AMENDMENTS TOCARRY ALL THE DEAD LOADS OF THE VARIOUS STRUCTURAL AND ARCHITECTURAL SYSTEMS AND THEFOLLOWING LIVE LOADS:LIVEDWELLING UNITS= 40 PSF PUBLIC ROOMS = 100PSFCORRIDORS SERVING THEM= 40 PSF CORRIDORS SERVING THEM= 100 PSFSNOWBASIC GROUND SNOW LOAD = 50 PSFCe = 1.0Ct = 1.1Is = 1.0-ROOF FRAMING HAS BEEN DESIGNED FOR AN INCREASED SNOW LOAD OF 45 PSF (Pf = 45 PSF)-LOW GREEN ROOF FRAMING HAS BEEN DESIGNED FOR A LIVE ROOF SYSTEM SATURATED WEIGHT = 27-29 PSFWINDWIND SPEED = 98 MPH ("UNFACTORED" WIND SPEED) (127 MPH ULTIMATE WIND SPEED)EXPOSURE = BIw = 1.0SEISMICSs = 0.328SDs = 0.336S1 = 0.074 SD1 = 0.119SITE CLASS = DSEISMIC DESIGN CATEGORY CSTEEL DECKS1.STEEL ROOF DECK SHALL BE STANDARD GAGE, GALVANIZED 3 N-DECK OF GAGE NOTED ONDRAWINGS AS MANUFACTURED BY 'VULCRAFT' OR APPROVED EQUAL. UNLESS OTHERWISE NOTEDFASTEN ROOF DECK TO EACH SUPPORT USING #12 SELF-DRILLING METAL TO WOOD SCREWS @ 12"O.C. USE #10 TEK SCREWS FOR SIDELAP FASTENERS AT MAXIMUM 36" O.C. FASTEN TO STEELSUPPORTS WITH 5/8" PUDDLE WELDS AT 12" O.C. OR 24" O.C. WHEN SHEAR STUDS WILL BE APPLIED.2.STEEL FLOOR DECK SHALL BE 3" GALVANIZED COMPOSITE DECK AS NOTED ON DRAWINGS ASMANUFACTURED BY VULCRAFT' OR APPROVED EQUAL. FASTEN FORM DECK TO EACH WOODSUPPORT USING #12 SELF-DRILLING METAL TO WOOD SCREWS @ 12" O.C. PROVIDE #10 TEK SCREWSFOR SIDELAP FASTENING AT MAXIMUM 36" O.C. FASTEN TO STEEL SUPPORTS WITH 5/8" PUDDLEWELDS AT 12" O.C. OR 24" O.C.WHEN SHEAR STUDS ARE APPLIED.3.FLOOR DECKS SHALL SPAN OVER THREE (3) OR MORE SUPPORTS.4.SHEET STEEL FOR GALVANIZED ROOF DECKS AND COMPOSITE FLOOR DECKS MUST CONFORM TOASTM A653-07 "STRUCTURAL QUALITY", GRADE 33 OR HIGHER. GALVANIZING MUST CONFORM TOASTM A924-07 WITH A MINIMUM COATING CLASS OF G60 AS DEFINED IN A653-07.PROJECT:SCHEDULE OF SPECIAL INSPECTIONS WASHINGTON ST. MIXED USE DEVELOPMENTLOCATION:STRUCTURAL ENGINEER OF RECORD (SER):OWNER:OWNERS ADDRESS: 305 CAMBRIDGE STREET, SUITE 3, CAMBRIDGE, MA 02141ARCHITECT OF RECORD (AOR):WASHINGTON STREET, SALEM, MA.DODGE AREA, LLCOPECHEE CONSTRUCTION CORP.JEFFREY S. NAWROCKI, PESCHEDULE OF SPECIAL INSPECTION SERVICESTHE FOLLOWING TABLES COMPRISE THE REQUIRED SCHEDULE OF SPECIAL INSPECTIONS FOR THIS PROJECT. THECONSTRUCTION DIVISIONS WHICH REQUIRE SPECIAL INSPECTIONS FOR THIS PROJECT ARE AS FOLLOW:SOILS AND FOUNDATIONSCAST-IN-PLACE CONCRETESTRUCTURAL STEELCOLD-FORM METAL FRAMINGINSPECTION AGENTSFIRMADDRESS1. SPECIAL INSPECTOR*TBDTBD2. TESTING LABORATORYTBDTBD3. STRUCTURAL ENGINEERJSN ASSOCIATES, INC.ONE AUTUMN STREETPORTSMOUTH, NH 03801(603) 433-8639NOTE: THE INSPECTION AND TESTING AGENT SHALL BE ENGAGED BY THE OWNER OR THE OWNER'S AGENT, ANDNOT BY THE CONTRACTOR OR SUBCONTRACTOR WHOSE WORK IS TO BE INSPECTED OR TESTED. ANY CONFLICT OFINTEREST MUST BE DISCLOSED TO THE BUILDING OFFICIAL, PRIOR TO COMMENCING WORK.SEISMIC DESIGN CATEGORY:CBASIC WIND SPEED:98 MPH UNFACTOREDWIND EXPOSURE CATEGORY:BQUALIFICATIONS OF INSPECTORS AND TESTING TECHNICIANSTHE QUALIFICATIONS OF ALL PERSONNEL PERFORMING SPECIAL INSPECTION ACTIVITIES ARE SUBJECT TO THEAPPROVAL OF THE BUILDING OFFICIAL. THE CREDENTIALS OF ALL INSPECTORS AND TESTING TECHNICIANS SHALLBE PROVIDED IF REQUESTED.IT IS RECOMMENDED THAT THE PERSON ADMINISTERING THE SPECIAL INSPECTIONS PROGRAM BE A PROFESSIONALENGINEER EXPERIENCED IN THE DESIGN OF BUILDINGS.SOILS AND FOUNDATIONSITEMAGENT NO.SCOPE1. MIX DESIGN3REVIEW FOR COMPLIANCE WITH CONSTRUCTIONDOCUMENTS.2. MATERIAL CERTIFICATION3. REINFORCEMENT INSTALLATION(1) REVIEW THE INSTALLATION OF THEREINFORCING STEEL FOR COMPLIANCE WITHTHE CONSTRUCTION DOCUMENTS AND THEAPPROVED SHOP DRAWINGS. REVIEW FOR 25%OF FOOTINGS, 50% OF FROST WALLS, 100% OFPIERS AND TIE BEAMS. (3) RANDOM REVIEW OFCONSTRUCTION PROCEDURE.CAST-IN-PLACE CONCRETE4. FORMWORK GEOMETRY31,31REVIEW GEOMETRY FOR COMPLIANCE WITHTHE STRUCTURAL CONSTRUCTIONDOCUMENTS. CONDUCT REVIEW WHENREINFORCING STEEL INSTALLATION IS BEINGREVIEWED.5. CONCRETE PLACEMENT1INSPECT THE PLACEMENT OF CONCRETE FORCONFORMANCE WITH THE CONSTRUCTIONDOCUMENTS. TEST SLUMP AND TEMPERATUREOF EACH BATCH. TEST AIR CONTENT WHENCOMPRESSIVE STRENGTH TEST SPECIMENSARE MOLDED.6. EVALUATION OF CONCRETESTRENGTH17. CURING AND PLACEMENT1VERIFY THE CONCRETE IS ADEQUATELYPROTECTED UNDER HOT AND COLD WEATHERCONDITIONS AS INDICATED IN THE CONCRETESPECIFICATIONS. VERIFY THAT SLABS ARECURED IN ACCORDANCE WITH ACIRECOMMENDED STANDARD PROCEDURES.REVIEW FOR COMPLIANCE WITH CONSTRUCTIONDOCUMENTS.OBTAIN ONE SET OF (4) STANDARD CYLINDERS FOREACH COMPRESSIVE STRENGTH TEST. TEST ONESPECIMEN AT 7-DAYS, (2) AT 28-DAYS, AND RETAIN ONE INRESERVE FOR LATER TESTING IF REQUIRED.IN COLD WEATHER, TEST CYLINDERS SHALL BE FIELDCURED. ADDITIONAL CYLINDERS SHALL BE TAKEN ANDLABORATORY CURED PER ACI REQUIREMENTS.TESTING FREQUENCY: (1) COMPRESSIVE STRENGTHTEST SHOULD BE PERFORMED FOR EACH DAY'S POUREXCEEDING 5 CU. YDS. AND (1) ADD'L SET FOR EACH 50CU. YDS. MORE THAN THE FIRST 25 CU. YDS.THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED AS A CONDITION FOR PERMIT ISSUANCE IN ACCORDANCEWITH THE SPECIAL INSPECTION REQUIREMENTS OF THE 2000 INTERNATIONAL BUILDING CODE. IT INCLUDES ASCHEDULE OF SPECIAL INSPECTION SERVICES APPLICABLE TO THIS PROJECT AS WELL AS THE NAME OF SPECIALINSPECTORS AND THE IDENTITY OF OTHER APPROVED AGENCIES INTENDED TO BE RETAINED FOR CONDUCTINGTHESE SERVICES.THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF ALL INSPECTIONS AND SHALL FURNISH INSPECTION REPORTSTO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER AND ARCHITECT OF RECORD. DISCOVERED DISCREPANCIESSHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR.A FINAL REPORT OF SPECIAL INSPECTIONS BY THE SPECIAL INSPECTOR(S) DOCUMENTING COMPLETION OF ALLREQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BESUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY.THE SPECIAL INSPECTOR, WHO IS GENERALLY EMPLOYED BY THE PRIMARY TESTING AGENCY, MAY USE VARIOUSINSPECTORS WHO ARE FAMILIAR WITH EACH CATEGORY OF WORK. IF SPECIAL INSPECTIONS ARE ALSO PERFORMEDBY AGENTS WHO ARE NOT EMPLOYED BY PRIMARY TESTING AGENCY, EACH OF THESE ADDITIONAL SPECIALINSPECTORS SHALL ISSUE A FINAL REPORT FOR THEIR CATEGORY OF INSPECTION. ONLY AFTER THE FINALREPORT(S) HAS(HAVE) BEEN ISSUED BY THE SPECIAL INSPECTOR(S) CAN THE ARCHITECT AND EOR ISSUE FINALAFFIDAVITS FOR THE PROJECT COMPLETION.JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THECONTRACTOR.2. MATERIAL CERTIFICATION5. SHEAR CONNECTORS4. WELDING3. BOLTINGSTRUCTURAL STEEL1. FABRICATORCERTIFICATION/QUALITY CONTROLPROCEDURESITEMSCOPEAGENT NO.6. STRUCTURAL DETAILS1VERIFY THAT THE FABRICATOR MAINTAINS DETAILEDFABRICATION AND QUALITY CONTROL PROCEDURESWHICH CONFORM TO THE REQUIREMENTS OF THEAMERICAN INSTITUTE OF STEEL CONSTRUCTION'SQUALITY CERTIFICATION PROGRAM. AISCCERTIFICATION SATISFIES THIS.REVIEW MILL CERTIFICATES FOR PLATES AND SHAPES.REVIEW BOLT MANUFACTURER'S CERTIFICATES OFCOMPLIANCE FOR HIGH-STRENGTH BOLTS. REVIEWWELD MANUFACTURER'S CERTIFICATE OF COMPLIANCEFOR WELD FILLER MATERIAL.1INSPECT INSTALLATION OF HIGH-STRENGTH BOLTS FORCONFORMANCE WITH THE "SPECIFICATION FORSTRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS"BY THE RESEARCH COUNCIL ON STRUCTURAL BOLTS,AND THE CONSTRUCTION DOCUMENTS.1PERFORM VISUAL INSPECTION OF ALL WELDS INACCORDANCE WITH AWS D1.1. SUBMIT WELDERQUALIFICATION STATEMENTS. ADDITIONALLY, THETESTING AGENCY (TO BE APPROVED BY JSNASSOCIATES, INC.) MUST PERFORM A VISUALINSPECTION OF ALL FIELD WELDS. MULTI PASS WELDSOR WELDS GREATER THAN 5/16" MUST BE SPOT TESTEDAT A RATE OF ONE TEST PER MEMBER USING THEMAGNETIC PARTICLE METHOD. ONE HUNDREDPERCENT (100%) OF ALL FIELD AND SHOP FULLPENETRATION WELDS MUST BE TESTED USING THEULTRASONIC METHOD.INSPECT SIZE, NUMBER, POSITIONING AND WELDING OFSHEAR CONNECTORS. INSPECT STUDS FOR FULL 360DEGREE FLASH. RING TEST ALL SHEAR CONNECTORSWITH A 3 LB HAMMER. BEND TEST ALL QUESTIONABLESTUDS TO 15 DEGREES.(1) VERIFY THAT THE GENERAL GEOMETRY OF THEERECTED STEEL FRAME CONFORMS TO THECONSTRUCTION DOCUMENTS AND APPROVED SHOPDRAWINGS. (3) RANDOM REVIEW.1, 31N/A7. METAL DECKINSPECT WELDING AND SIDE-LAP FASTENING OFMETAL ROOF AND FLOOR DECK. VERIFY SIZE ANDQUANTITY OF FASTENERS FOR CONFORMANCE WITHCONSTRUCTION DOCUMENTS.FREQUENCY: 100% OF FASTENING PATTERNS. SPOTCHECK 10% OF ALL WORK FOR SIZE AND TYPE OFFASTENERS.1N/ASTEEL STAIRS1.STEEL STAIRS ARE TO BE DESIGNED BY THE STEEL STAIR FABRICATOR. THE DESIGN SHALL CONFORMWITH THE STRUCTURAL AND DIMENSIONAL REQUIREMENTS OF THE CONTRACT DRAWINGS AND ALLAPPLICABLE CODE REQUIREMENTS.2.THE STEEL STAIR FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TOTHE START OF FABRICATION. THE ENGINEER OF RECORD RESERVES THE RIGHT TO REQUEST STAMPEDSHOP DRAWINGS AND CALCULATIONS.1.UNLESS OTHERWISE INDICATED ON THE DRAWINGS PROVIDE AN ANGLE, PLACED WITH LONG LEGVERTICAL, FOR EACH 4" OF MASONRY THICKNESS FOR ALL MASONRY OPENINGS IN ACCORDANCE WITHTHE FOLLOWING SCHEDULE:MAXIMUM OPENINGLINTELUP TO 3'-5"L3-1/2 X 3-1/2 X 3/8"3'-6" TO 4'-6"L4 X 3-1/2 X 3/8"4'-7" TO 6'-0"L5 X 3-1/2 X 3/8"6'-1" TO 8'-0"L6 X 3-1/2 X 3/8"8'-1" TO 11'-0"L7 X 4 X 3/8"2.ALL LINTELS SHALL BE HOT DIP GALVANIZED.3.LINTELS SHALL BE 16" LONGER THAN MASONRY OPENING AND SHALL HAVE A MINIMUM OF 8" BEARING ONMASONRY AT EACH END. WHERE LINTEL ABUTS A COLUMN PROVIDE A STRUCTURAL CLIP ANGLECONNECTION.4.LINTELS SHOWN ARE FOR 4" VENEER THICKNESS ONLY.MASONRY LOOSE LINTEL SCHEDULE1.STRUCTURAL STEEL WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE 2015 INTERNATIONALBUILDING CODE.2.STRUCTURAL STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS(ANSI/AISC 360-10)", "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS (ANSI/AISC 303-16)", AND"STRUCTURAL WELDING CODE (AWS D1.1 2015)".3.STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING:A.ROLLED SHAPES AND PLATES - ASTM A36 (EXCEPT AS NOTED BELOW)B.WIDE FLANGE SHAPES - ASTM A992, 50 KSIC.STRUCTURAL TUBES - ASTM A500, GRADE BD.ANCHOR RODS - ASTM F1554 GRADE 36 (HEADED BOLTS)4.ALL BOLTED CONNECTIONS SHALL USE NEW BOLTS. SLIP-CRITICAL BOLTS ARE PROHIBITED FROM ALLCONNECTIONS. SLOTTED BOLT HOLES ARE NOT PERMITTED AT BRACED FRAME CONNECTIONS. ALLBOLTS SHALL BE INSTALLED AS BEARING TO A 'SNUG-TIGHTENED' CONDITION, UNLESS NOTEDOTHERWISE ON THE DRAWINGS. ALL BOLTED CONNECTIONS SHALL BE DESIGNED, FABRICATED, ANDINSTALLED IN COMPLIANCE WITH RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USINGHIGH-STRENGTH BOLTS", DATED AUGUST 1, 2014.5.VOIDS BENEATH COLUMN BASE PLATES SHALL BE DRY PACKED WITH NON-SHRINK CONSTRUCTIONGROUT BEFORE APPLICATION OF LOADS.6.WELDED CONNECTIONS SHALL BE MADE BY AWS QUALIFIED WELDERS USING FILLER MATERIALCONFORMING TO E70XX, LOW HYDROGEN.7.PROVIDE TEMPORARY ERECTION BRACING TO HOLD STRUCTURAL STEEL FRAMING SECURELY IN PLACE.MAINTAIN BRACING UNTIL ROOF DECK AND PERMANENT LATERAL BRACING ARE FULLY INSTALLED.BRACING REQUIREMENTS ARE NOT PROVIDED BY THE E.O.R.8.STRUCTURAL STEEL SHALL BE TRUE AND PLUMB BEFORE CONNECTIONS ARE FINALLY BOLTED ORWELDED.9.FIELD CUTTING OF STRUCTURAL STEEL OR ANY MODIFICATIONS SHALL NOT BE MADE WITHOUTAPPROVAL BY ENGINEER.10.ALL CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER RETAINED BY THE FABRICATOR.SHOP DRAWINGS AND STAMPED CALCULATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEWAND APPROVAL PRIOR TO FABRICATION. FABRICATOR'S ENGINEER SHALL BE LICENSED IN THE STATETHE PROJECT IS LOCATED, AND CARRY PROFESSIONAL LIABILITY INSURANCE WITH A MINIMUM PERINCIDENT AND ANNUAL COVERAGE OF $1,000,000.11.ALL STEEL THAT WILL BE FIREPROOFED SHALL NOT BE PRIMED. REFER TO ARCHITECTURAL DRAWINGSFOR FIREPROOFING LOCATIONS AND REQUIREMENTS. ALL OTHER STRUCTURAL STEEL SHALL RECEIVEONE (1) SHOP COAT OF RUST INHIBITIVE PRIMER, UNLESS WAIVED BY OWNER. COMPOSITE BEAMS WITHSHEAR STUDS SHALL HAVE UNPAINTED TOP FLANGES TO ALLOW THE WELDING OF SHEAR STUDS.12.THE STEEL FABRICATOR SHALL BE AISC CERTIFIED, OR BE ABLE TO DEMONSTRATE TO THE ENGINEER'SSATISFACTION THAT ALL AISC PROCEDURES FOR FABRICATION, QUALITY CONTROL, AND RECORDKEEPING ARE STRICTLY ADHERED TO. THE ENGINEER SHALL DETERMINE IF FABRICATORQUALIFICATIONS ARE ACCEPTABLE.13.SHOP DRAWINGS SHALL BE PREPARED BY FABRICATOR. PHOTO COPIES OF STRUCTURAL DRAWINGS ARENOT ACCEPTABLE.14.THE TESTING AGENCY (TO BE APPROVED BY JSN ASSOCIATES, INC.) MUST PERFORM A VISUALINSPECTION OF ALL SHOP AND FIELD WELDS. ADDITIONALLY, ALL SHOP AND FIELD FILLET AND PARTIALPENETRATION WELDS MUST BE SPOT TESTED AT A RATE OF ONE TEST PER MEMBER USING THEMAGNETIC PARTICLE METHOD. ONE HUNDRED PERCENT (100%) OF ALL FIELD AND SHOP FULLPENETRATION WELDS MUST BE TESTED USING THE ULTRASONIC METHOD.15.ALL HSS COLUMNS SHALL BE SEALED TO PREVENT WATER PENETRATION DURING CONSTRUCTION ORDURING SERVICE AND SHALL BE PROVIDED WITH A DRAIN HOLE NEAR THE BASE ON SIDE OF COLUMN.16.ALL STRUCTURAL STEEL SHALL RECIEVE ONE (1) SHOP COAT OF RUST INHIBITIVE PRIMER EXCEPT TOPSOF COMPOSITE BEAMS OR ANY BEAMS TO RECEIVE SPRAY FIRE PROOFING.STRUCTURAL STEEL4. RAMMED AGGREGATE PIER ENGINEERHELICAL DRILLING, INC.639 GRANITE STREET SUITE 101BRAINTREE, MA 02184(781) 849-20651.DESIGN AND INSTALLATION OF THE RAMMED AGGREGATE PIERS IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR/RAMMED AGGREGATE PIER SUBCONTRACTOR. REFER TO CONTRACTDOCUMENTS FOR INFORMATION AND SUBMITTAL REQUIREMENTS.2.CONTRACTOR'S ENGINEER SHALL BE LICENSED IN THE STATE OF NH AND CARRY PROFESSIONALLIABILITY INSURANCE WITH A MINIMUM PER INCIDENT AND ANNUAL COVERAGE OF $1,000,000.3.SHOP DRAWINGS SHALL DETAIL SIZE, COMPOSITION, LOCATIONS, AND SPACING OF RAMMEDAGGREGATE PIERS, AS WELL AS SHOW THE LOCATIONS OF FOOTINGS TO BE SUPPORTED. SHOPDRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL, PRIOR TOBEGINNING THE INSTALLATION OF THE PIERS.4.G.C. SHALL REMAIN RESPONSIBLE FOR VERIFYING ALL EXISTING AND PROPOSED UTILITIES WITHIN ANDADJACENT TO THE FOUNDATION WILL NOT INTERFERE WITH THE RAMMED AGGREGATE PIERS.EXCAVATION ADJACENT TO A COMPLETED RAMMED AGGREGATE PIER ELEMENT SHALL NOT EXTENDBELOW A 1H TO 1V LINE EXTENDING DOWNWARD FROM THE NEAREST EDGE OF THE TOP OF THE PIERWITHOUT WRITTEN AUTHORIZATION FROM THE CONTRACTOR'S ENGINEER AND REVIEW BY THEENGINEER OF RECORD.5.RAP SUBCONTRACTOR'S ENGINEER IS REQUIRED TO PERFORM SITE VISITS AS NECESSARY TO ENSURETHAT RAMMED AGGREGATE PIER WORK CONFORMS TO THEIR DESIGN.RAMMED AGGREGATE PIERSITEMAGENT NO.SCOPE1. SHALLOW FOUNDATIONS1VERIFY THAT UNSUITABLE BEARING MATERIALS AREREMOVED. VERIFY THE SOIL LOAD-BEARING CAPACITYCOINCIDES WITH THAT IDENTIFIED IN THECONSTRUCTION DOCUMENTS.FREQUENCY - AT EACH AFFECTED FOOTING.2. CONTROLLED STRUCTURAL FILLPERFORM SIEVE TESTS (ASTM D422 & D1140) ANDMODIFIED PROCTOR TESTS (ASTM D1557) OF EACHSOURCE OF FILL MATERIAL.INSPECT PLACEMENT, LIFT THICKNESS ANDCOMPACTION OF CONTROLLED FILL.TEST DENSITY OF EACH LIFT OF FILL BY NUCLEARMETHODS (ASTM D2922).VERIFY EXTENT AND SLOPE OF FILL PLACEMENT.3. GEOPIER FOUNDATION SYSTEM4. OTHER14N/AREVIEW THE GEOPIER DESIGN SUBMITTAL FORCOMPLIANCE WITH THE GEOTECHNICAL & STRUCTURALDESIGN REQUIREMENTS.OBSERVE & DOCUMENT THE MODULUS TEST PIERCONSTRUCTION & RELATED TEST RESULTS.OBSERVE & DOCUMENT PIER CONSTRUCTION FORCOMPLIANCE WITH CONSTRUCTION DOCUMENTS.EVALUATE SETTLEMENT PLATFORM MONITORING DATA.OBSERVE & DOCUMENT GRADATION, PLACEMENT ANDCOMPACTION OF ALL BACKFILL MATERIALS.OBSERVE & DOCUMENT FOOTING EXCAVATIONS ANDPREPARATION OF GEOPIER REINFORCED SUBGRADESOILS PRIOR TO PLACEMENT OF SUBGRADEPROTECTION OR CONCRETE.OBSERVE & DOCUMENT PREPARATION OF GEOPIERREINFORCED SUBGRADE SOILS FOR SLABS-ON-GRADE.PREPARE AND PROVIDE A WRITTEN REPORT TO THEGEOPIER DESIGNER SUMMARIZING CONSTRUCTIONRELATED ASPECTS AND INDICATING THE WORK'SCOMPLIANCE WITH THE REQUIREMENTS OF THEGEOPIER DESIGN SUBMITTAL & RELATEDCONSTRUCTION DOCUMENTS.FREQUENCY - CONTINUOUS DURING GEOPIERFOUNDATION SYSTEM CONSTRUCTION.CONCRETE MASONRY UNIT CONSTRUCTION 1.CONCRETE MASONRY UNIT (CMU) CONSTRUCTION SHALL CONFORM TO 'BUILDING CODE REQUIREMENTSFOR MASONRY STRUCTURES' (TMS 402-13/ACI 530-13/ASCE 5-13).2.REINFORCED MASONRY SHALL CONSIST OF MASONRY UNITS, MORTAR BETWEEN UNITS, GROUT INCELLS, LINTELS, BOND BEAMS, HORIZONTAL JOINT REINFORCING, AND STEEL REINFORCING IN VERTICALCELLS, BOND BEAMS AND LINTELS.3.CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90-12 AND SHALL HAVE A MINIMUM NET AREACOMPRESSIVE STRENGTH OF 1900 PSI. CERTIFICATION OF UNIT STRENGTH SHALL BE PROVIDED BYMANUFACTURER.4.GROUT SHALL BE CONCRETE WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH (F'c) OF 2000 PSI, WITH AMAXIMUM COARSE AGGREGATE SIZE OF 3/8", SLUMP AT POINT OF PLACEMENT OF 8 TO 11 INCHES, ANDDESIGNED FOR PUMPING. GROUT SHALL CONFORM TO ASTM C 476-10 'SPECIFICATION FOR MORTAR ANDGROUT FOR MASONRY.'5.THE MINIMUM COMPRESSIVE STRENGTH OF CMU CONSTRUCTION (F'M) SHALL BE 1500 PSI AND SHALL BEDETERMINED USING THE UNIT STRENGTH METHOD PER TMS 402-13/ACI 530-13/ASCE 5-13 SECTION 1.4.6.MORTAR FOR REINFORCED MASONRY SHALL MEET THE APPLICABLE REQUIREMENTS OF ASTMSPECIFICATION C270-12a, TYPE S.7.GROUT AND MORTAR SHALL BE KEPT ENTIRELY SEPARATE, AND SHALL NOT BE USED INTERCHANGEABLY.8.PROVIDE LADDER-MESH HORIZONTAL JOINT REINFORCEMENT AT 16" ON CENTER (EVERY OTHERCOURSE), CONFORMING TO ANSI/ASTM A951, WITH 9-GAGE SIDE RODS AND CROSS TIES. JOINTREINFORCEMENT SHALL BE CONTINUOUS WITH SECTIONS LAPPED 6" MINIMUM, EXCEPT AT CONTROLJOINTS WHERE JOINT REINFORCING SHALL TERMINATE. JOINT REINFORCEMENT IN EXTERIOR WALLSAND INTERIOR WALLS EXPOSED TO MOISTURE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION(ASTM A153). JOINT REINFORCEMENT IN ALL OTHER WALLS SHALL BE MILL GALVANIZED (ASTM A641).9.TYPICAL VERTICAL REINFORCING SHALL BE #5 BARS AT 32" ON CENTER, UNLESS NOTED OTHERWISE ONPLANS. VERTICAL REINFORCING SHALL BE PLACED AT EACH JAMB OF EACH WALL OPENING AND AT EACHCORNER AND WALL INTERSECTION.10.PLACE REINFORCEMENT AND TIES IN GROUT SPACES PRIOR TO GROUTING (PER ACI 530.1 SECTION 3.2E).THIS IS REQUIRED IN ORDER TO AVOID LOSS OF BOND AND MISALIGNMENT OF REINFORCING BARS.11.VERTICAL REINFORCING SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM OF 48 BAR DIAMETERS, (30"FOR #5 BARS). BARS SHALL BE SUPPORTED BY WIRE POSITIONERS AS REQUIRED TO MAINTAIN PROPERPOSITION IN CELL.CONCRETE MASONRY UNIT CONSTRUCTION (CONTINUED) 12.CELLS ARE TO BE GROUTED USING LOW-LIFT GROUTING PROCEDURES. CELLS SHALL BE FILLED TODEPTH OF 4' AND RODDED OR VIBRATED, PERMITTED TO REST FOR A PERIOD OF 30-60 MINUTES, ANADDITIONAL 4' DEPTH FILLED, AND AGAIN RODDED OR VIBRATED. SECOND VIBRATING SHALL EXTENDAT LEAST 12" INTO PREVIOUSLY GROUTED LAYER. GROUT SHALL BE PUMPED INTO PLACE. GROUTLEVEL AT EACH LIFT SHALL STOP A MIN 1/2" BELOW TOP OF CMU TO FORM A KEYWAY.13.IF HIGH-LIFT GROUTING IS DESIRED, THE CONTRACTOR MUST SUBMIT A WRITTEN PROPOSEDPROCEDURE COMPLYING WITH ACI CODE TO THE ENGINEER FOR REVIEW AND APPROVAL.14.MORTAR PLASTICITY SHALL BE MAINTAINED BY RE-TEMPERING AS REQUIRED UP TO 2-1/2 HOURSAFTER ORIGINAL MIXING. MORTAR REQUIRING RE-TEMPERING AFTER THAT PERIOD SHALL BEDISCARDED.15.GROUT SHALL NOT BE RE-TEMPERED, BUT SHALL BE DISCARDED IMMEDIATELY IF PLASTICITY IS LOSTBEFORE GROUT IS PLACED IN WALL. GROUT SHALL BE USED WITHIN 1-1/2 HOURS OF INITIAL MIXING.16.COLD OR HOT WEATHER MASONRY CONSTRUCTION SHALL CONFORM TO THE TMS 602-13/ACI530.1-13/ASCE 6-13 SECTION 1.8 AND ACI 305 AND 306, RESPECTIVELY.17.METAL LATH SHALL BE USED UNDER BOND BEAMS TO CONFINE GROUT FROM HOLLOW CORES.18.PROCEDURES OF NCMA-TEK #3-3A SHALL BE FOLLOWED FOR ALL REINFORCED MASONRYCONCRETE CONSTRUCTION.19.LAY ALL CONCRETE MASONRY UNITS IN RUNNING BOND, UNLESS NOTED OTHERWISE.20.INSPECTION OF MASONRY CONSTRUCTION SHALL BE PERFORMED AS REQUIRED BY IBC 2015CHAPTER 17.MASONRY UNIT CONSTRUCTION (BRICK ONLY)1. MASONRY CONSTRUCTION SHALL CONFORM TO 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES'(TMS 402-13/ACI 530-13/ASCE 5-13).2. MASONRY SHALL CONSIST OF MASONRY UNITS (BRICKS) AND MORTAR BETWEEN UNITS. 3. MASONRY UNITS (BRICK) SHALL HAVE A MINIMUM NET AREA COMPRESSIVE ALLOWABLE STRENGTH OF 500 PSI.4. MORTAR FOR SHALL MEET THE APPLICABLE REQUIREMENTS OF ASTM SPECIFICATION C270, TYPE S.5. MORTAR PLASTICITY SHALL BE MAINTAINED BY RE-TEMPERING AS REQUIRED UP TO 2-1/2 HOURS AFTER ORIGINALMIXING. MORTAR REQUIRING RE-TEMPERING AFTER THAT PERIOD SHALL BE DISCARDED.6. COLD OR HOT WEATHER MASONRY CONSTRUCTION SHALL CONFORM TO THE ACI 530-08/ASCE 5-08/TMS 402-08SECTION 1.8 AND ACI 305 AND 306, RESPECTIVELY.7. LAY ALL MASONRY UNITS IN RUNNING BOND, UNLESS NOTED OTHERWISE..
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08-27-18 ADDED RAP ENGINEER AND NOTES
10-10-18 ADDED MASONRY
UNIT CONSTRUCTION NOTES
.SN.01STRUCTURALNOTESKAKJJD c Copyright 2017 Opechee Construction Corporation
ISSUED:REVISION:sheet number:project architect:drawn by:Wednesday, October 10, 2018 10:35:35 AM
Washington St. Mixed Use Development
Washington Street
Salem, Massachusetts
SOLDIER PILE AND LAGGING UP AGAINST FOUNDATION WALL, TO REMAIN IN PLACE
0"0"18"