HomeMy WebLinkAboutB-01-918 (88 Ansel Hallet Road)r
r
WIE8T OWSA.) ELEVATION
rmTl
NORTH (RIG "4T) ELEVATION
WILLOW STREET REALTY TRUST LOT 13A ANSEL HALLETT ROAD
50UTH �T) ELEVATION
EAST (FR•OW) ELrEVATION
(6972 sf)
� u
MAY 18 2001 D
s
Wi RrW71 7 V57- Lor 134 Xxls� .yAllrir,�r�
W y�rt�n,�s vTr�
SCALE: �V �� APPROVED BY: DRAWN BY
DATE:Cj �•O ( REVISED
E �EVAriouS
DRAWING NUMBER
Xj
3
I
;J-;99
2
W
I
N
r
O
1
N
X
WIU.OW V?RV')?Mtq �rgoST Lar /3,4
SCALE: ./8L{� '� APPROVED BY: DRAWN BY
DATE: S' f D� REVISED
Oil /iT/t1.�tJ p� �t/
DRAWING NUMBER
� 3
yrp l3pT/f Wi��f
PARA M
wires tcr.- r,
RZr3AR
`r► Z\ 6 F &4's, e i
DANIEL E.
BAMAN s
o
STRUCTURAL
N0.36595
SIONA1 EA6e®/4
PPItT w � t
jr-(7
PLAN F06% W)LLOW STREET
RIXITY
7'R-USr
SCALE:
AP ROVED BY:
N
0t6"6s•tj AJ,
J
DRAWN BY
DATE: /,�
v,
REVISED
1/S
SECTIO
LOT M ANSEL MALLETT
ROAD
DRAWING W3 ER
A complete TJ-Xpert framing plan includes the Trus Joist Builder's Guide or Pocket Guide
I
12
A3
1.25"
HANGER LIST - Simpson Strong -Tie Company, Inc.®
Plot
ID_ _Qty Product Label Top Nails Face Nails Member Nails Notes
Hi 31 ITT9.5 4-NIO 2-1410 2-N10 (1)
H2 2 Not Found
Hanger Notes:
(1) Indicates non -stocked hanger
ACCESSORIES LIST
Plot Unit # of Net
ID Length Product Qty Plies Qty
Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 26 1 26
Shl 4' x 8' 3/4" Plywood 229 1 229
A complete TJ-Xpert framing plan include.: the Trus Joist Builder's Guide or Pocket Guide
I
-0.
M9
SYMBOL LEGEND
JOIST AND BEAM LIST
Rectangular Product Type
CREATED BT �
Bearing Wall
Plot
Mid -Cabe Rome Centers
M
Unit
# of
Net
ID
Length
Product
Qty
Plies
Qty
J1
42'
9 1/2" TJI/Pro-250 joist
123
1
123
M1
4'
1 3/4" x 7 1/4" 1.9E Microllam LVL
11
2
22
M2
40'
5 1/4" x 9 1/4" 2.0E Parallam PSL
2
1
2
M3
34'
5 1/4" x 9 1/4" 2.0E Parallam PSL
4
1
4
M4
30'
5 1/4" x 9 1/4" 2.0E Parallam PSL
4
1
4
M5
42
7" x 9 1/4" 2.0E Parallam PSL
1
1
1
M6
42'
3 1/2" x 9 1/2" 2.0E Parallam PSL
1
1
1
ACCESSORIES LIST
Plot Unit # of Net
ID Length Product Qty Plies Qty
Rml 16' 1 1/4" x 9 1/2" 1.3E TimberStrand LSL 26 1 26
Shl 4' x 8' 3/4" Plywood 229 1 229
A complete TJ-Xpert framing plan include.: the Trus Joist Builder's Guide or Pocket Guide
I
-0.
M9
i
��
TJ AX p e r III.
LEVEL NOTES
File Name: Gbh -a. job
Level Name: MAIN FLOOR
Plot Date: 5/10/01 10:16
Design Date: 5/9/01 07:53
Drawing Scale: 1/16" = 1'
Job Status:
Foundation... Foundation
MAIN FLOOR... Plotted
5/9/01 07:53
ROOF......... Plotted
5/8/01 16:01
NOTE: Level design times indicated above
provide assurance for proper level
stacking. Upper levels must have earlier
design times.
Design Methodology: ASD
Floor Area Loading Is:
40 psf Live Load
12 psf Dead i Partition Load
Maximus Joist Deflection:
L/480 Live load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 47
Lowest Rating: 47
Highest Rating: 47
Glued i Nailed Decking is Assumed
Direct Applied Ceiling is Assumed
Floor Decking: 3/4" Plywood
Non -Residential Level
Normal O.C. Spacing - 161•
Default Wall / Beam Width: 3.5"•
TJ-Xpert 6.1 (#674) A
C6.1 D6.1 S6.1 P6.1
*Unless noted otherwise
SYMBOL LEGEND
- JOIST AND BEAM LIST
Rectangular Product Type
CREATED BT �
Bearing Wall
Plot
Mid -Cabe Rome Centers
M
Unit
# of
PO Box 1419, Route 134
ID
Length
Product
So. Dennis MA 02660
Plies
Qty
M1
509-399-6071
1 3/4" x 9 1/2" 1.9E Microllam LVL
3
FAX: 509-399-4559
3
M2
40'
- SYMBOL LEGEND
_ -
2
1
m
M3
36'
M Rectangular Product Type
3
1
- Bear -ng Wall
M4
32'
- Bean
1
1
)� Cclme: tcno)
M5
24'
B Hanger tipe
1
1
U saner Symbol
M6
20'
Pc Pari:@: Closure Type
1
1 1
Point Lcad
M7
18'
- Line Load
1
1
Area Load
MB
0 Detail Callcut Las.l
3 1/2" x 9 1/2' 2.0E Parallam PSL
(See Builder's Gu -Jo or Pocket Guide)
1
1
Bear:C width Label
JOB COMMENTS
3 1/2" x 9 1/2" 2.0E Parallam PSL
j ► Jc st r_ L_ R.ytcl
III
2
t�- --
ILI
I I
I
I
ittl
II
WEST YARMOUTH
I I
I
I I
11T
CD
N
co
#
8 -
111111M111
O
c
.•
B
4
Hl `
i
*]
cm
r
r
Cb
(o
I I
1M7Nit
1 Hl
i
��
TJ AX p e r III.
LEVEL NOTES
File Name: Gbh -a. job
Level Name: MAIN FLOOR
Plot Date: 5/10/01 10:16
Design Date: 5/9/01 07:53
Drawing Scale: 1/16" = 1'
Job Status:
Foundation... Foundation
MAIN FLOOR... Plotted
5/9/01 07:53
ROOF......... Plotted
5/8/01 16:01
NOTE: Level design times indicated above
provide assurance for proper level
stacking. Upper levels must have earlier
design times.
Design Methodology: ASD
Floor Area Loading Is:
40 psf Live Load
12 psf Dead i Partition Load
Maximus Joist Deflection:
L/480 Live load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 47
Lowest Rating: 47
Highest Rating: 47
Glued i Nailed Decking is Assumed
Direct Applied Ceiling is Assumed
Floor Decking: 3/4" Plywood
Non -Residential Level
Normal O.C. Spacing - 161•
Default Wall / Beam Width: 3.5"•
TJ-Xpert 6.1 (#674) A
C6.1 D6.1 S6.1 P6.1
*Unless noted otherwise
k..TJXper4.
HANGER LIST - Simpson Strong -Tie Company, Inc.®
Plot
ID Qty Product Label Top Nails Face Nails Member Nails Notes
Hl 5 ITT49.5 4-N10 2-1410 2-N10 (1)
Hanger Notes:
(1) Indicates non -stocked hanger
SYMBOL LEGEND
- JOIST AND BEAM LIST
Rectangular Product Type
CREATED BT �
Bearing Wall
Plot
Mid -Cabe Rome Centers
M
Unit
# of
PO Box 1419, Route 134
ID
Length
Product
So. Dennis MA 02660
Plies
Qty
M1
509-399-6071
1 3/4" x 9 1/2" 1.9E Microllam LVL
3
FAX: 509-399-4559
3
M2
40'
- SYMBOL LEGEND
_ -
2
1
J WTI Joist Type
M3
36'
M Rectangular Product Type
3
1
- Bear -ng Wall
M4
32'
- Bean
1
1
)� Cclme: tcno)
M5
24'
B Hanger tipe
1
1
U saner Symbol
M6
20'
Pc Pari:@: Closure Type
1
1 1
Point Lcad
M7
18'
- Line Load
1
1
Area Load
MB
0 Detail Callcut Las.l
3 1/2" x 9 1/2' 2.0E Parallam PSL
(See Builder's Gu -Jo or Pocket Guide)
1
1
Bear:C width Label
JOB COMMENTS
3 1/2" x 9 1/2" 2.0E Parallam PSL
j ► Jc st r_ L_ R.ytcl
J 0`LOOGHLIN
2
t�- --
GEORGE i EMERSON JOB
c0
--- -.
ANSEL HALLETT RD
WEST YARMOUTH
TRUS JOIST
BUILDING A
-
FOR THE TJ -%PERT WARRANTT
SEE BUILDER'S GUIDE OR POCKET GUIDE
k..TJXper4.
HANGER LIST - Simpson Strong -Tie Company, Inc.®
Plot
ID Qty Product Label Top Nails Face Nails Member Nails Notes
Hl 5 ITT49.5 4-N10 2-1410 2-N10 (1)
Hanger Notes:
(1) Indicates non -stocked hanger
File Name: GLh-a.job
Level Name: ROOF
Plot Date: 5/11/01 08:41
Design Date: 5/8/01 16:01
Drawing Scale: 1/16" - 1'
Job Status:
Foundation... Foundation
MAIN FLOOR... Plotted
5/9/01 07:53
ROOF......... Plotted
5/8/01 16:01
NOTE: Level design times indicated above
provide assurance for proper level
stacking. Upper levels must have earlier
design times.
Design Methodology: ASD
Roof Area Loading Is:
30 psf Live Load (115% LDP)
12 psf Dead Load
Maximum Joist Deflection:
L/360 Flat Roof - Live Load
L/240 Sloped Roof - Live Load
L/240 Flat Roof -Total Load
L/180 Sloped Roof - Total Load
Default Wall'/ Beam IWidth: 3.6"•
TJ-Xpert 6.1 (#674) A
C6.1 D6.1 S6.1 P6.1
-*Unless noted otherwise
CREATED BY
Mid -Cape Home Centers
PO Box 1418, Route 134
So. Dennis MA 02660
508-398-6071
FAR: 508-398-4559
SYMBOL LEGEND
- JOIST AND BEAM LIST
Rectangular Product Type
-
Bearing Wall
Plot
Beam
M
Unit
# of
Net
ID
Length
Product
Qty
Plies
Qty
M1
30'
1 3/4" x 9 1/2" 1.9E Microllam LVL
3
1
3
M2
40'
3 1/2" x 9 1/2" 2.0E Parallam PSL
2
1
2
M3
36'
3 1/2" x 9 1/2" 2.0E Parallam PSL
3
1
3
M4
32'
3 1/2" x 9 1/2" 2.0E Parallam PSL
1
1
1
M5
24'
3 1/2" x 9 1/2" 2.0E Parallam PSL
1
1
1
M6
20'
3 1/2" x 9 1/2" 2.0E Parallam PSL
1
1 1
1
M7
18'
3 1/2" x 9 1/2" 2.0E Parallam PSL
1
1
1
MB
16'
3 1/2" x 9 1/2' 2.0E Parallam PSL
1
1
1
M9
8'
3 1/2" x 9 1/2" 2.0E Parallam PSL
2
1
2
File Name: GLh-a.job
Level Name: ROOF
Plot Date: 5/11/01 08:41
Design Date: 5/8/01 16:01
Drawing Scale: 1/16" - 1'
Job Status:
Foundation... Foundation
MAIN FLOOR... Plotted
5/9/01 07:53
ROOF......... Plotted
5/8/01 16:01
NOTE: Level design times indicated above
provide assurance for proper level
stacking. Upper levels must have earlier
design times.
Design Methodology: ASD
Roof Area Loading Is:
30 psf Live Load (115% LDP)
12 psf Dead Load
Maximum Joist Deflection:
L/360 Flat Roof - Live Load
L/240 Sloped Roof - Live Load
L/240 Flat Roof -Total Load
L/180 Sloped Roof - Total Load
Default Wall'/ Beam IWidth: 3.6"•
TJ-Xpert 6.1 (#674) A
C6.1 D6.1 S6.1 P6.1
-*Unless noted otherwise
CREATED BY
Mid -Cape Home Centers
PO Box 1418, Route 134
So. Dennis MA 02660
508-398-6071
FAR: 508-398-4559
91 N O
Nn
A(-
T
J
=o
u
A
91 CM
Nr
C; 6
�I.
tC)
A2IJJJJK!g!
SYMBOL LEGEND
M
Rectangular Product Type
-
Bearing Wall
-
Beam
M
Column (CEO)
H
Hanger Type
U
Hanger Symbol
Z
Point Load
'
Line Load
(-
Area Load
cfl
C6
Bearing Width Label
91 N O
Nn
A(-
T
J
=o
u
A
91 CM
Nr
C; 6
�I.
tC)
A2IJJJJK!g!
4n eAR-
AW(_y haeuserBusiness
May 10, 2001
Bill Rubel
Mid Cape Home Center
PO Box 1418, Route 134
So. Dennis, MA 02660
Re: J O'Loughlin .I
George & Henderson Job/Building A
Ansel Hallett Road, West Yarmouth
TJ-Xpert® Layout & Calculations.
Enclosed are TJ-Xpert" calculations and framing plans for above referenced project. Mid Cape Home Center of So.
Dennis, MA prepared these drawings.
PROJECT NAME: G&h-a.job
DRAWING DATES AND TIMES:
DESIGN DATE/TIME
MAIN FLOOR: 05/09/01 @ 07:53
ROOF: 05/08/01 @ 16:01
DESIGN CALCULATIONS DATES AND TIMES: See attached calculations and verify th! Design Date and
,.Times match those. listed above.,
The Trus Joist proprietary TJ-Xpert® computer software is a computer aided drafting and design (CADD) program
which selects and verifies the structural performance of each component before it will produce a plot. ' This program
is operated by personnel within our software distribution network or Trus Joist Technical representatives. The ,
TJ-Xpert® users are not employees of Trus Joist, but they are required to successfully complete training at our
Denver, Colorado facility. Trus Joist warrants the accuracy of the output and we also warrant hat the sizing of the
products will be in accordance with our NER approvals. This warranty is displayed on the dravings.
The professional engineers' stamps on this letter are to verify that the analyses presented confvm to accepted
engineering practice and use code accepted product design values. The members have adequae capacity for the
design conditions indicated. Although I have not personally reviewed the project plans or visied the site, we
guarantee that our product§, as shown in the attached drawings and/or calculations, have been )ized to support all of
the loads provided by your office and designed in accordance with Trus Joist criteria. This canbe verified by
examination of the lower right comer of the framing drawings where the wording; "FOR THE TJ-XPERTR
WARRANTY SEE BUILDERS GUIDE" must be displayed:
All notes and design information shown on these calculations should be reviewed with the locll code official to
ensure that the loads, spans, deflections, bearings and other conditions are correct and/or acceltable for the specific
application. Building inspectors and/or owners should identify the "Silent Floorm", "TR". "Microllam"LVL",
"Parallam'PSL", or "TimberstraneLSL" markings on.Trus Joist products to confirm that thisletter is valid for the
.products actually used. Please feel free to contact me if there are any questions regarding the malyses, I can be
reached at (856) 596-5555.
Sincere �CTy ,► X •AA4
OF
ob user E �' DANIEL E. yG
(P 9 BRAMAN R. P
Regl nal Engi er o '� o STRUCTURAL = ►
Northeast Re ion y9l 5y N0.36595 " ' WILLOW STREE 0
``�►'orrn �+ �'�►j" LOT 13 A 0q/5F_ AL C f -b. W .YA?V10 OW
• ►fSS/ E�.��,�e � SCALE: C APPROVED BY: N�
DRAWN BY
5-17--0 \ DATE: ��-0� REVISED
Northeast Regional • 104 (entre loule"To, Suite A • Marlton, New Jersey 08053.4130 A Phone 856 596.5555 • Fax 8S611S.9806
��/f, V�/!t/• "/��� h V/ •��� S�"� / �,���/���� DRAWING NUMBER
ae
0i N
6
7 to c�
4
7
9
� Q �
of o
nl
Igo
J
o
Z
3
2
A
ry
NN
i
cfl
C6
1
4"
N N
C;
(*i
r
u
A'
ll-
a
O C's.
N 0
If
ail CD
0
k
S A .a
N
O
N tD
r
I z
N
N
cm
M1 co
p
f i
T
C;
cU
G
Cc
Q
O -
Cn
w
W
�
s
NI N
V
- ..
T r
� s •
(°i (a
8
yyW 0i O
aL O �` 6
4n eAR-
AW(_y haeuserBusiness
May 10, 2001
Bill Rubel
Mid Cape Home Center
PO Box 1418, Route 134
So. Dennis, MA 02660
Re: J O'Loughlin .I
George & Henderson Job/Building A
Ansel Hallett Road, West Yarmouth
TJ-Xpert® Layout & Calculations.
Enclosed are TJ-Xpert" calculations and framing plans for above referenced project. Mid Cape Home Center of So.
Dennis, MA prepared these drawings.
PROJECT NAME: G&h-a.job
DRAWING DATES AND TIMES:
DESIGN DATE/TIME
MAIN FLOOR: 05/09/01 @ 07:53
ROOF: 05/08/01 @ 16:01
DESIGN CALCULATIONS DATES AND TIMES: See attached calculations and verify th! Design Date and
,.Times match those. listed above.,
The Trus Joist proprietary TJ-Xpert® computer software is a computer aided drafting and design (CADD) program
which selects and verifies the structural performance of each component before it will produce a plot. ' This program
is operated by personnel within our software distribution network or Trus Joist Technical representatives. The ,
TJ-Xpert® users are not employees of Trus Joist, but they are required to successfully complete training at our
Denver, Colorado facility. Trus Joist warrants the accuracy of the output and we also warrant hat the sizing of the
products will be in accordance with our NER approvals. This warranty is displayed on the dravings.
The professional engineers' stamps on this letter are to verify that the analyses presented confvm to accepted
engineering practice and use code accepted product design values. The members have adequae capacity for the
design conditions indicated. Although I have not personally reviewed the project plans or visied the site, we
guarantee that our product§, as shown in the attached drawings and/or calculations, have been )ized to support all of
the loads provided by your office and designed in accordance with Trus Joist criteria. This canbe verified by
examination of the lower right comer of the framing drawings where the wording; "FOR THE TJ-XPERTR
WARRANTY SEE BUILDERS GUIDE" must be displayed:
All notes and design information shown on these calculations should be reviewed with the locll code official to
ensure that the loads, spans, deflections, bearings and other conditions are correct and/or acceltable for the specific
application. Building inspectors and/or owners should identify the "Silent Floorm", "TR". "Microllam"LVL",
"Parallam'PSL", or "TimberstraneLSL" markings on.Trus Joist products to confirm that thisletter is valid for the
.products actually used. Please feel free to contact me if there are any questions regarding the malyses, I can be
reached at (856) 596-5555.
Sincere �CTy ,► X •AA4
OF
ob user E �' DANIEL E. yG
(P 9 BRAMAN R. P
Regl nal Engi er o '� o STRUCTURAL = ►
Northeast Re ion y9l 5y N0.36595 " ' WILLOW STREE 0
``�►'orrn �+ �'�►j" LOT 13 A 0q/5F_ AL C f -b. W .YA?V10 OW
• ►fSS/ E�.��,�e � SCALE: C APPROVED BY: N�
DRAWN BY
5-17--0 \ DATE: ��-0� REVISED
Northeast Regional • 104 (entre loule"To, Suite A • Marlton, New Jersey 08053.4130 A Phone 856 596.5555 • Fax 8S611S.9806
��/f, V�/!t/• "/��� h V/ •��� S�"� / �,���/���� DRAWING NUMBER
ae
tv
(0
Igo
-
d
1
1
i
r
u
ll-
a
If
ail CD
1w
S A .a
O
co
r
r
X
N
N
i
p
f i
C;
cU
Cn
- ..
:!5
O
N
p l�
N
c0
;
'3
CD
N
co
#
8 -
R
O
c
.•
B
4
CM
cm
r
r
Cb
(o