HomeMy WebLinkAboutP_structural plans_171102_v1DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S1 0
GENERAL NOTES
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S2 0
ENLARGED PLAN
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
ENLARGED SITE PLAN
N.T.S.
1
- -
PROPOSED VERIZON 5'-0"
WIDE ACCESS EASEMENT
EXISTING BUILDING
PROPOSED 3.5'x7' ACCESS DOOR
±16'-0"
SEE DETAIL 3/S4(V
.
I
.
F
.
)
19
'
-
0
"
±2
8
'
-
0
"
±2
8
'
-
0
"
(V
.
I
.
F
.
)
±17'-0"
(V.I.F.)
±7
5
'
-
0
"
PROPOSED VERIZON
16'-0"x19'-0"x15'-0" FRP ENCLOSURE
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
EXISTING
PARKING LOT
EXTERIOR WALL (TYP.)
ROOF BEARING BEAM (TYP.)
PROPOSED BEAM REINFORCEMENT (TYP. 6)
SEE S8 FOR DETAILS
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S3 0
3D VIEW
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
FRP PANELING COVERS ONLY FOUR
PERIMETER WALLS OF THE ENCLOSURE
3D VIEW
SCALE 1/4" = 1'-0"
2
- -
5x33 EXISTING GLULAM ROOF BEAM (V.I.F.)
(TYP.)
11"x11"x1/2" BASE PLATE
W/ (4) 3/4" DIA. ALL THREAD RODS
(TYP. 6)
HSS 6x6x1/2 POST (TYP. 6)
HSS 6x6x3/16 FRP BEAM (TYP.)
W8X31 BEAM (TYP. 3)
W8X31
MAIN BEAM (TYP. 2)
HSS 6X6X3/8
FRP COLUMN (TYP.)
L4x4x1/4 ANGLE (TYP. 8)
HSS 6x6x3/16 FRP DIAGONAL
(TYP.)
3/4" DIA. ALL THREAD ROD
(TYP.)
2" STD. PIPE (TYP.)
HSS 7x7x1/2 BASE (TYP. 9)
11"x11"x1/2" PLATE (TYP.)
ALL MEMBERS ARE STEEL
UNLESS NOTED OTHERWISE
GRATING COVERS ENTIRE 16'x19' ENCLOSURE
FLOOR NOT SHOWN FOR CLARITY
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S4 0
PLAN VIEW
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
GRATING NOT SHOWN
FOR CLARITY
PLAN VIEW
SCALE 1/4" = 1'-0"
3
- -
2" STD. PIPE W/ (2)
1/2" DIA. U-BOLTS (TYP. 8)
W6x8.5
BEAM (TYP.)
DISTANCE BETWEEN EXISTING ROOF BEAMSDISTANCE BETWEEN EXISTING ROOF BEAMS
5x33 EXISTING GLULAM
ROOF BEAM (TYP.)
W8X31
MAIN BEAM (TYP. 2)
(2) L4x4x1/4
ANGLES (TYP. 4)
(T
Y
P
.
)
GRATING
ORIENTATION
HSS 6x6x3/16
FRP BEAM (TYP.)
HSS 6x6x3/8
FRP COLUMN (TYP. 9)
W8x18 CENTER BEAM
(TYP.2)
(V.I.F.)(V.I.F.)
W8x31 BEAM (TYP. 2)
1/2" FRP CAP PLATE (TYP. 4)
4'
-
0
"
EQUAL EQUAL
18'-9" (V.I.F.) 18'-9" (V.I.F.)
9'-6"9'-6"
EQUAL EQUAL
PROPOSED
EQUIPMENT
CABINETS. SEE
CD'S FOR LOCATION
FRP PANELING
19'-0"
(2) 1/2"DIA. BOLTS (TYP.)
2'-9"
16
'
-
0
"
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S5 0
OVERALL VIEWS
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVKEAST ELEVATION
SCALE 3/16" = 1'-0"
4
- -
WEST ELEVATION
SCALE 3/16" = 1'-0"
5
- -
NORTH ELEVATION
SCALE 3/16" = 1'-0"
6
- -
5x33 EXISTING ROOF BEAM (V.I.F.)
(TYP.)
11"x11"x1/2" BASE PLATE W/ (4) 3/4" DIA.
ALL THREAD RODS (TYP.)
HSS 6x6x1/2 POST (TYP.)
W8X31 BEAM
(TYP.)
W8X31
MAIN BEAM (TYP.)
HSS 6X6X3/8 FRP COLUMN
(TYP.)
41'-3"
TOP OF BEAM
49'-7"
PROPOSED ANTENNAS ℄
HSS 6x6x3/16 FRP DIAGONAL
(TYP.)
2" STD. PIPE
W/ (2) 1/2" DIA. U-BOLTS (TYP.)
4'
-
1
"
EQUAL
EQUAL EQUAL
16'-0"
EQUAL
EXISTING ROOF COVER (TYP.)
9'-6" (V.I.F.)
FRP PANELING
38'-11" (V.I.F.)
TOP OF EXISTING
ROOF COVER
19'-0"
EQUAL 4'-0"
7'
-
0
"
5
'
-
4
"
8'
-
3
"
3'
-
1
"
12
'
-
4
"
18'-9" (V.I.F.) 18'-9" (V.I.F.)
EQUAL
19'-0"
37'-6" (V.I.F.)
9'-6" (V.I.F.)
15
'
-
5
"
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S6 0
DETAILS
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
FRP DIAGONALS CONNECTION DETAIL
SCALE 1" = 1'-0"
8
- -
HSS 6x6x3/16
FRP DIAGONAL (TYP.)
1'-9"x1'-2"x1/2" FRP PLATE
1/2" DIA. FRP BOLT (TYP.)HSS 6x6x3/16
FRP BEAM (TYP.)
HSS 6x6x3/8
FRP COLUMN
TYPICAL PLATFORM TO BUILDING CONNECTION DETAIL
SCALE 1/2" = 1'-0"
7
- -
GRATING
MCNIHOLS GW (19W4)
1-1/4x3/16
W8x31 BEAM
11 1/2"x8"x1/2" PLATE
W/ (4) 3/4" DIA. BOLTS
HSS 6x6x1/4 POST
11"x11"x1/2" PLATE
W/ (4) 3/4" DIA. ALL THREAD RODS
11"X11"X1/2" PLATE
3/8" STIFFENER PLATE
1 1
L6x6x1/2
FRP ANGLE (TYP.)
3/8 TYP.
3/8TYP.
1 - 1
1
1
2
"4
"
4"
1
1
2
"
1 1 2 "4" 4"1 1 2 "
11"
11
"
3/8 TYP.
HSS 6x6x1/4 POST
(4) 3/4" DIA. ALL THREAD
RODS
5x33 EXISTING
GLULAM ROOF BEAM
8"
5x33 EXISTING
GLULAM ROOF BEAM
3"
3
"
3"
3"
3"
8
"
3
"
1 1/4"
7 3/4"7 3/4"
1 1/4"
TYPICAL FRP COLUMN TO STEEL BEAM CONNECTION DETAIL
SCALE 1" = 1'-0"
9
- -
2
1
2
"3
"
3
"
2
1
2
"
11
"
2 2
3
1
2
"
3
1
2
"
2 - 2
HSS 7x7x1/2 BASE
(3) 1/2" DIA. BOLTS
GRATING MCNIHOLS
GW (19W4) 1-1/4X3/16
W6x8.5 BEAM
W8x31 BEAM
3/8" STIFFENER PLATE
3/8TYP.
3/8 TYP.
(3) 1/2" DIA. BOLTS
HSS 6X6X3/8
FRP COLUMN
HSS 7X7X1/2 BASE
HSS 6x6x3/8
FRP COLUMN
W8x31 MAIN BEAM
3/8" STIFFENER PLATE (TYP. 2)
TYPICAL POST TO MAIN BEAM
CONNECTION DETAIL
SCALE 1/2" = 1'-0"
10
- -
HSS 6x6x1/4 POST
4"9"1 1 4"
3"6"
W8x31 MAIN BEAM
1/2" PLATE
5 1/2"x5 1/2"x3/8" PLATE
3/4" DIA. BOLT (TYP.)
1 1 4"5 1 2 "1 1 4 "
1'-2 1 4"8"
3/8 TYP.
1 1 2 "3"1 1 2 "
1 1/2" MAX.
1
1
/
2
"
M
A
X
.
1/2" DIA. DRAINAGE HOLE
3"
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S7 0
DETAILS
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/01/17 FOR REVIEW
AEF MVK
TYPICAL BEAM TO COLUMN CONNECTION
SCALE 1 1/2" = 1'-0"
12
- -
1/2" DIA. FRP BOLT (TYP.)
HSS 6x6x3/8
FRP COLUMN
HSS 6x6x3/16
FRP BEAM (TYP. 2)
L6X6X1/2
FRP ANGLE (TYP. 4)1 1 2 "
2 1 2 "
2"
(TYP.)
TYPICAL STEEL BEAM TO BEAM CONNECTION DETAIL
SCALE 1 1/2" = 1'-0"- -
2"
2"
4
3
16
"
1 1 4 "
2 3 4"
1 1 4"
GRATING MCNIHOLS GW (19W4)
1-1/4x3/16
W8x18 BEAM
W6x8.5 BEAM (TYP. 2)(4) 1/2" DIA. BOLTS
3/8" STIFFENER PLATE (TYP. 2)W8x18 BEAM
4 - 4
4 4
3/8TYP.
(2) 1/2" DIA. BOLTS
DIAGONAL TYPICAL CORNER CONNECTION
SCALE 1" = 1'-0"
11
- -
2
1
4 "
2"
7
3
4
"
1'
-
0
"
1'-2"
3" 3"
3
"
3
"
3"
3
"
L6x6x1/2
FRP ANGLE (TYP.)
1/2" FRP CAP PLATE
1/2" DIA. FRP BOLT (TYP.)
HSS 6x6x3/16
FRP BEAM (TYP. 2)
HSS 6x6x3/16
FRP DIAGONAL
HSS6x6x3/8
FRP COLUMN
1/2" FRP PLATE
- -
1
1
/
2
"
M
A
X
.
1 1/2" MAX.
9 1 4"
3 3
3 - 3
1 1 2 "2 1 2 "
2" 6"
1/2" DIA. FRP BOLT (TYP.)
1/2" FRP CAP PLATE
1/2" FRP GUSSET PLATE
HSS 6x6x3/16
FRP BEAM (TYP.)
BEAM TO COLUMN CONNECTION AT GUSSET PLATE DETAIL
SCALE 1 1/2" = 1'-0"- -
- -
HSS6x6x3/8
FRP COLUMN
1/2" DIA. FRP BOLT (TYP.)
HSS 6x6x3/16
FRP BEAM (TYP. 2)
1/2" FRP GUSSET PLATE
L6X6X1/2 FRP ANGLE (TYP. 2)
5"
2
1
2
"
5"
2
1
2
"
THE PLATE MUST EXTEND
UNDER THE INCOMING MEMBER
1
1
4 "
2"
2
3
4 "
1
1
4 "
2
1
2
"8
1
4 "
3" 3"
3"
3
"
1'-0"
1'
-
0
"
11/02/2017
DRAWN BY:CHECKED BY:
DATE REVISION DESCRIPTIONREV.
THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS IS
PROPRIETARY & CONFIDENTIAL TO VERIZON
ANY USE OR DISCLOSURE OTHER THAN AS IT RELATES TO
VERIZON IS STRICTLY PROHIBITED
INFINIGY
FROM ZERO IOTNFIINGY
the solutions are endless
SHEET TITLE:
SHEET NUMBER:REV.:
THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF INFINIGY, LLC AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR OTHER PROJECTS WITHOUT THE WRITTEN AUTHORIZATION OF INFINIGY, LLC. IT IS UNLAWFUL FOR ANY PERSON TO AMEND ANY ASPECT OF THESE DRAWINGS WITHOUT THE WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD.
PROJECT INFORMATION:
S8 0
ROOF BEAM
REINFORCEMENT
SEA HOUSER WAY
1655 N 4TH ST
RENTON, WA 98057
KING COUNTY
0 11/02/17 FOR REVIEW
AEF MVK
TYPICAL BEAM REINFORCEMENT
N.T.S.
--
- -
EXISTING 3.5X13 ROOF BEAM
(TYP.)
50'-0" (V.I.F.)
20'-0"EQUAL EQUAL
PROPOSED 18"X3/8" BEAM REINFORCEMENT PLATE
ATTACHED BOTH SIDES W/ 1/2" DIA. BOLTS
EXISTING EXTERIOR WALL EXISTING 12X12 COLUMN (V.I.F.)
3"2 SPA. @ 3"
PLATE REINFORCEMENT DETAIL
N.T.S.
--
- -
2 SPA. @ 5"
PLATE 3/8" THICK 1/2" DIA. BOLT (TYP.)
9"
4"
4"
1'
-
6
"
1
1
1'
-
3
"
(
V
.
I
.
F
.
)
1'
-
6
"
5"
1/2" DIA. BOLT (TYP.)
PROPOSED 18"X3/8" PLATE
(TYP. 2 PER BEAM)
SECTION 1-1
N.T.S.
--
- -
EXISTING 5X33 GLULAM ROOF
BEAM (V.I.F.)
20'-0"
1'-0"
(TYP.)
1'-3"
11/02/2017