BLD2018-1622+ENG WOOD FLOORS SHOP DRAWINGS+6.1.2021_12.50.41_PM+2225697Cary Kopczynski & Company
10500 NE 8th Street, Suite 800
Bellevue, WA 98004
ffm P: (425) 455-2144
STRUCTURAL ENGINEERS WWW-CkCPS-COM
LETTER OF TRANSMITTAL JOB NO. 1853
DATE: 03-31-21 El FOR APPROVAL
ATTN: Lucas Branham
FOR REVIEW & COMMENT
Studio Meng Strazzara
2001 Western Ave., Suite 200
Seattle, WA 98121 AS REQUESTED
PHONE: (206) 587-3797 0 FOR YOUR USE
R E: Edmonds HWY 99 Apartments
VIA: Email
COPIES DESCRIPTION
CKC Response - Submittal 06 5600-03 - Engineered Wood - Shop Drawings
REMARKS:
SIGNED:*4-ee �vr 3�&,6 COPY:
Joel Kipple, PE, SE Titus Uomoto GRE
Project Manager Brad Carpenter GRE
Associate Ben Lek GRE
LEADERS IN BUILDABLE DESIGN
SEATTLE I SAN FRANCISCO I LOS ANGELES I CHICAGO
RECEIVED BY CKC
Mar 24, 2021
SUBMITTAL
SentTo: LucasBranharn
Firm: Studio Meng Strazzara
Address: 2001 Western Ave, Suite200
Seattle, WA 98121
Return To: Ben Lek
Firm: GRE Construction LLC
Address: 2801 Alaskan Way, Suite310
Seattle, WA 98121
Project: GREEdmonds99
Spec Section #: 06 5600
Submittal #: 06 5600-03
SubmittaIName: Engineered Wood -Ebop Drawings
Revision #: 0
Sent Date: 03/24/2021
Required Date: 03/31/2021
Description
Submittal
Type
Sp ec
Section
N otes
Engineered Wood
Shop Drawing
065600
[select type]
Remarks/Cornments/Stamps:
Project
GRE Edmonds 99
El Reviewed
0 Revise & Resubmit
G
0 Reviewed as Noted
0 Rejected
Reviewed by Ben Lek Date 3/24/2021
Submittal # 06 5600-03 Spec #
This submittal/shop drawing has been reviewed by GRE Construction LLC
for general conformance with design concept only and does not relieve
this Subcontractor or Supplier of the responsibility for compliance with the
Contract Documents, applicable codes, and laws, all of which have priority
over this submittal. Subcontractor/Supplier is responsible for all
dimensions and fabrication to be confirmed at the jobsite.
Submittal Review for Elements Designed by Others
EJ NO EXCEPTION TAKEN
0 REVISE AND RESUBMIT
EJ SUBMIT SPECIFIED ITEMS
2 MAKE CORRECTIONS NOTED
[:1 REJECTED STRUCTURAL ENGINEERS
El NOT REVIEWED
ANY ACTION NOTED ABOVE IS SUBJECT TO THE REQUIREMENTS OF THE PROJECT
PLANS AND SPECIFICATIONS.
CKC IS ENTITLED TO RELY ON THE COMPLETENESS AND ACCURACY OF ALL
INFORMATION IN THIS SUBMITTAL. OUR REVIEW WAS ONLY TO CHECK FOR GENERAL
COMPATIBILITY WITH THE DESIGN INDICATED IN DOCUMENTS PREPARED BY CKC. IT
WAS NOT PERFORMED FOR THE PURPOSE OF DETERMINING DESIGN ADEQUACY,
SUITABILITY, OR COMPLETENESS FOR THE SUBMITTED ELEMENTS, OR FOR CHECKING
DESIGN CALCULATIONS OR DESIGN ASSUMPTIONS.
CKC'S REVIEW DOES NOT RELIEVE OTHER PARTIES FROM RESPONSIBILITY FOR
ADEQUACY, ACCURACY, AND COMPLETENESS OF DESIGN OF THE SUBMITTED
ELEMENTS, INCLUDING ATTACHMENTS; CORRECTNESS OF DIMENSIONS AND
QUANTITIES; VERIFICATION OF PHYSICAL INTER -RELATION OF ELEMENTS; AND
CONSTRUCTION PROCEDURES, TECHNIQUES AND SEQUENCES.
By DP / JK
ISubmittal approved as noted
DATE 3/31/2021
Stamp applies to all sheets of this submittal.
Dimensions and elevations structurally acceptable as shown unless noted otherwise.
,rchitect to provide review comments for dimensions and elevations where required.
following product alternates/substitutions are assumed for this submittal:
7/E Ti� 110 -> � � -7/E RM 20
-7/8' TJ 360 => -7/9 RFP 70
11 -7/8" TJI 560 => 11 -7/9'RFPI 90
1-314: x 11 -7/8': TJ LSL => 1-3/4" x 11-7/8" 2.OE Rigidlann LVL
3- z x -7/8. TJ LSL => 3-1/2" x 11-7/8" 2.OE Rigiclann LVL
5-1 //If , x 11 -7/8" TJ PS L => 5-1 IN'x 11 -7/9'2.OE Rigiclann LVIL
7" x 11 -7/8" TJ PS L => 7" x 11 -7/8" 2.01E Rigidla m LVIL
5-114'x 5-1/4" TJ PSL => 5-1/4!'x 5-1/4" 2.OE Rigidlam LVIL
icing and locations shall be as shown on the CKC structural drawings.
06 5600-03 Engineered Wood - Shop Drawings
an
LL
LU
01
CA
0
0-
111
z
LU
RFPIO-Joist Design Properties
I -JOIST DIMENSIONS
LVL FLANGE
RFPI' 20
RFPIO 400
RFPI@ 40
RFPI'k 70
RFPIO 90
III/.
9y. 1W 4' 16
17A 14'
117/,' 14' 16'
1 6
I%
li O'lli
1-3/4" wide x 1-3/8" WIL Flange
2-1/16" wide x 1-3/8" LVL Flange
2-5/16" wide x 1-3/8" LVL Flange
2-5/16" wide x 1-1/2" LVL Flange
3-1/2" wide x 1-1/2" LVL Flange
3/8" OSB Web
3/8" OSB Web
3/8" OSB Web
3/8" OSB Web
7/16" OSB Web
SOLID SAWN FLANGE
RFPI@ 40S
1!� 1'�' 1
14" 16'
2-1/2" wide x 1-1/2" Solid Sawn Flange
3/8" OSB Web
RFPI11 60S
14" 16"
2-1/2" wide x 1-1/2" Solid Sawn Flange
3/8" OSB Web
DESIGN PROPERTIES FOR RFPI-JOISTS0)
RFPI11 80S
11 �111. 14. 16'
1 0--il [�)�l
3-1/2" wide x 1-1/2" Solid Sawn Flange
3/8" OSB Web
Roseburg
APA
EI(2)
M(3)
V(4)
VL05)
K(6)
Weight
Designation
Designation
X106 lb -in .2
lb-ft
lbs
lbs/ft.
X106 lb
pif
9'/2" RFPl 20(7)
9/2" PRI 20
165
2,820
1,220
2,000
4.94
1.99
9'/2" RFPl 40S(7)
9/2" PRI 40
193
2,735
1,120
2,000
4.94
2.56
9'/2" RFPl 400
Not Applicable
193
3,345
1,220
2,000
4.94
2.29
9'/2" RFPl 40(7)
9/2" PRI 40
215
3,760
1,330
2,000
4.94
2.37
9'/2" RFPl 60S(7)
9/2" PRI 60
231
3,780
1,120
2,000
4.94
2.56
9'/2" RFPl 70
Not Applicable
266
5,130
1,330
2,000
4.94
2.57
11 7/s" RFPl 20(7)
117/8" PRI 20
283
3,640
1,420
2,000
6.18
2.30
11 7/s" RFPl 40S (7)
117/8" PRI 40
330
3,545
1,420
2,000
6.18
2.83
117/8" RFPl 400
Not Applicable
330
4,315
1,480
2,000
6.18
2.60
11 7/s" RFPl 40 (7)
117/8" PRI 40
366
4,855
1,550
2,000
6.18
2.69
117/8" RFPl 60S(7)
117/8" PRI 60
396
4,900
1,420
2,000
6.18
2.83
117/8" RFPl 70(7)
11 718" PRI 70
455
6,645
1,550
2,000
6.18
2.91
117/8" RFPl 8OS(7)
117/8" PRI 80
547
6,970
1,590
2,000
6.18
3.79
117/8" RFPl 90(7)
117/8" PRI 90
676
10,145
2,050
2,000
6.18
3.84
14" RFPl 20
Not Applicable
420
4,330
1,610
2,000
7.28
2.51
1 4" RFP! 40S(7)
14" PRI 40
482
4,270
1,710
2,000
7.28
3.07
14" RFP 400
Not Applicable
486
5,140
1,710
2,000
7.28
2.79
14" RFPl 40 (7)
14" PRI 40
540
5,785
1,770
2,000
7.28
2.95
14" RFP1 60S(7)
14" PRI 60
584
5,895
1,710
2,000
7.28
3.07
1 4" RFP� 70 (7
1 4" PR! 70
672
7,925
1,770
2,000
7.28
3.13
14" RFP 80S:7)
14" PR 80
802
8,390
1,835
2,000
7.28
4.03
14" RFPl 90(7)
14" PRI 90
992
12,100
2,195
2,000
7.28
4.19
16" RFPl 40S(7)
16" PRI 40
657
4,950
1,970
2,000
8.32
3.31
16" RFPl 400
Not Applicable
665
5,880
1,970
2,000
8.32
3.01
16" RFPl 40 (7)
16" PRI 40
737
6,615
1,970
2,000
8.32
3.14
16" RFPl 60S(7)
16" PRI 60
799
6,835
1,970
2,000
8.32
3.31
16" RFPl 70(7)
16" PRI 70
918
9,080
1,970
2,000
8.32
3.35
16" RFPl 8OS(7)
16" PRI 80
1,092
9,730
2,070
2,000
8.32
4.26
16" RFPl 90(7)
16" PRI 90
1,350
13,865
2,330
2,000
8.32
4.42
(1) The tabulated values are design values for 100% duration of load. All values except for El and K are permitted to be adjusted for other load durations as
permitted by code, with the further exception that VLC shall not be increased for shorter durations of load. Design values listed are applicable for Allowable
Stress Design (ASD).
(2) Bending stiffness (El) of the 1-joist.
(3) Moment capacity (M) of a single 1-joist. Moment capacity of the I -Joist shall not be increased by any repetitive member use factor.
(4) Shear capacity (V) with a minimum bearing length of 4 inches.
(5) Vertical Load Capacity when continuously supported.
(6) Coefficient of shear deflection (K), used to calculate deflections for 1-joist applications. Equations I and 2 below are provided for uniform load and center
point load conditions for simple spans.
Uniform Load: Center -Point Load: where:
5-f' + _�Lf' P-f 8 = calculated deflection (in.)
[21 8 = Pf3 + L w = uniform load (lb/in.) El = bending stiffness of the 1-joist (lb -in')
384EI K 48EI K f = design span (in.) K = coefficient of shear deflection (lb)
P = concentrated load (lb)
(7) Design properties meet or exceed the requirements of the PRI-400 Performance Standard for APAOVV�d&ig�fpr the corre ddina I-' 'st se s and depth.
reyWoo 1 60 b
r
Enginee p rawings
8 Roseburg FramingSystem"
RECEIVED BY CKC
Mar 24, 2021
ffrr9Tn_&2 SECTION 1: 91/-2"-16" TJI8 JOISTS
This section contains design information for 91/2"-16" deep Trus JoistO TJ18 joists.
These standard -size TJ16joists are readily available through your local Weyerhaeuser dealer or distributor.
Offered with the flange sizes shown below, they come in lengths up to 60' (in 1' increments).
Design Properties (100% Load Duration)
Basic Properties
Reaction Properties
Depth
TJIO
J o1st
eight
(lb slit
axi M um
Resistive
0 ent(l)
(f m
t-lbs)
Joist "'y
El x 1 06
. 2-
(in lbs)
Maximum
Vertical
Shear
015 S)
13/4" End
Reaction
Obs)
31/," End
Reaction
Obs)
3V2" Intermediate
Reaction Obs)
5Y4" Intermediate
Reaction Obs)
No Web
Stiffeners
With Web
StiffenerS(2)
No Web
Stiffeners
With Web
StiffenerS(2)
9V2"
110
2.3
2,500
157
186
1,220
1,330
910
1,005
1,220
1,330
1,935
2,145
N. A.
N. A.
2,350
2,565
N.A.
N. A.
210
2.6
3,000
230
2.7
3,330
206
1,330
1,060
1,330
. 2,410
N. A.
2,790
N. A.
110
2.5
3,160
267
1,560
910
1,375
1,935
2,295
2,350
1 2,705
210
2.8
3,795
315
1,655
1,005
1,460
2,145
2,505
2,565
2,925
11 7/s
230
3.0
4,215
347
1,655
1,060
1,485
2,410
2,765
2,790
3,150
360
3.0
6,180
419
1,705
1,080
1,505
2,460
2,815
3,000
3,360
560
4.0
9,500
636
2,050
1,265
1,725
3,000
3,475
3,455
3,930
110
2.8
3,740
392
1,860
910
1,375
1,935
2,295
2,350
2,705
210
3.1
4,490
462
1,945
1,005
1,460
2,145
2,505
2,565
2,925
14"
230
3.3
4,990
509
1,945
1,060
1,485
2,410
2,765
2,790
3,150
360
3.3
7,335
612
1,955
1,080
1,505
2,460
2,815
3,000
3,360
560
1 4.2
11,275
926
2,390
1,265
1,725
3,000
3,475
3,455
3,930
110
3.0
4,280
535
2,145
910
1,375
1,935
2,295
2,350
2,705
210
3.3
5,140
629
2,190
1,005
1,460
2,145
2,505
2,565
2,925
16"
�30
.5
5,710
691
2,190
1,060
1,485
2,410
2,765
2,790
3,150
60
360
.5
1
8,405
830
2,190
1,080
1,505
2,460
2,81
0 Ann
3,360
560
4.5
12,925
1,252
2,710
1,9rq
1 79;
3,930
(1) Caution: Do not increase joist moment design properties by a repetitive member use factor.
(2) See detail IN on page 27 for web stiffener requirements and nailing information.
General Notes
• Design reaction includes all loads on the joist. Design shear is computed at the
inside face of supports and includes all loads on the span(s). Allowable shear
may sometimes be increased at interior supports in accordance with
ICC ES ESR-1153, and these increases are reflected in span tables.
• The formulas at right approximate the uniform load deflection of A (inches).
WO joists are intended
for dry -use applications
DONOTwalkonjoists
until braced.
INJURY MAY RESULT.
DO NOT stack
building materials on
unsheathedjoists.
Stack only over
beams or walls.
14�__ DO NOT walk on joists
1 ARK 1 that are lying flat
Some TJIOjoist series may not he available
in your region. Contact your Weyerhaeuser
representative for information.
For TJIQ 110, 210, 230, and 360 Joists
+ 2.67 wL2
22.5 wL4
El d x 105
For TJIQD 560 Joists
A= 22.5 wL4 + 2.29 wL2
El d x 105
w = uniform load in pounds per linear foot
L = span in feet
d = out -to -out depth of the joist in inches
El = value from table above
I r1Y4"
11/41--1 3/81-
9V2"
117/8"
3/8 14"
16"
1
T.110 110 joists
21/16"
IV4"_13/8"
9V2..
3/8 117/8
14"
1611
1
THD 210 joists
21/16"
1/4 3/8
F_ 9V?
117/8
3/8 14"
16"
i
T.110 230 joists
25/16
3/8
17/8
3/8 14"
16"
TJl@ 360 joists
3W-
13/8 -7
7/16 14"
16"
F-1 i
T.110 560 joists
wmwwaLack of proper bracing during construction can result
in serious accidents. Observe the following guidelines:
1. All blocking, hangers, rim boards, and rim joists at the end supports of the TJl@ joists must be
completely installed and properly nailed.
2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends
of the bay. This can also be accomplished by a temporary or permanent deck (sheathing)
fastened to the first 4 feet of joists at the end of the bay.
3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in
note 2) and to each joist. Without this bracing, buckling sideways or rollover is highly probable
under light construction loads -such as a worker or one layer of unnailed sheathing.
4. Sheathing must be completely attached to each TJIO joist before additional loads can be
placed on the system.
5. Ends of cantilevers require safety bracing on both the top and bottom flanges.
6. The flanges must remain straight within a tolerance of V? from true alignment.
Trus JoistO TJ 110 Joist Specifier's G u ide TJ-4000 I J LQJ5MQ 0-03 E n g i n ee red Wood - S h o p D ravvi n g s
6 RECEIVED BY CKC
Mar 24, 2021
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners
Hl 280 ITS1.81/11.88
H2 2 HGUS7.25/12
H3 4 HU412
H4 115 DHU1.81/11.88 ------ DHU OR DHUTF?
H5 10 LSSR1.81
H6 60 ITS3.56/11.88
H7 16 LSSR410
H8 6 HUll
H9 10 HSUL410
H10 48 WNP66
Hll 225 U210
----------------------------------------------------------------
-------
Floor
Framing Material
-------
Type
------
Qty.
----
Length
------
Product
-------------
11
9
21'
DEL 11 7/811 RFPI-20
J2
7
201
v
v
3291
Total length
J4
6
10,
2.0 RigidLam
LVL
1-3/4 x
11-7/8
60'
Total length
J7
7
23'
11 7/8" RFPI-90
J8
61
221
v
v
1503'
Total length
J15
7
201
11 7/811 RFPI-70
140'
Total length
J17
13
321
11 7/8" RFPI-20
J18
4
281
v
v
J19
120
221
v
v
J21
234
17'
v
v
J22
27
161
v
v
J23
14
14'
v
v
J24
14
131
v
v
J25
21
121
v
v
J26
79
ill
v
v
J27
101
8'
v
v
J29
10
7'
v
v
10,2111
Total length
Mi
1
361
2.0 RigidLam
LVL
7 x 11-7/8
M2
1
25'
v
v
M3
1
211
v
v
M4
1
141
v
v
M5
1
7'
v
v
1031
Total length
M6
2
19,
2.0 RigidLam
LVL
5-1/4 x
11-7/8
M7
2
10,
v
v
M8
1
8'
v
v
M9
3
71
v
v
M10
2
61
v
v
Mil
6
51
v
v
1291
Total length
M12
24
7'
2.0 Rigidlam
LVL
5-1/4 x
5-1/4
1681
Total length
M14
2
211
2.0 RigidLam
LVL
3-1/2 x
11-7/8
M15
3
171
v
v
M16
1
ill
v
v
M17
5
10,
v
v
M18
7
8'
v
v
M19
1
61
v
v
2161
Total length
M20
6
18,
2.0 RigidLam
LVL
1-3/4 x
11-7/8
M21
2
16'
v
v
M22
3
121
v
v
M23
1
10,
v
v
186'
Total length
RIM
(R/L)
4,600'
1-1/2" x 11-7/8"
RIM BOARD
All product
names
are trademarks of their respective
owners
M12 TYP
PER 2/S9. 119,
J27 @ 19.2" -
TYP PER 2159.()o
H10 HANGER
@ EACH END
OF M7 TYP
4
ICKC: EA END OFM12H
DATE LAYOUT T :A:R:C �KL
CKC: BEAM FRAMING AT THESE LOCATIONS MAY BE
REMOVED AS A RESULT OF FULL SIZED BALCONIES
REDUCED TO JULIETTE BALCONIES As THIS LOCATION.
F E C
UNIT #219 UNIT #221 � UNIT1#223 I UNIT #224
UNIT #220
UNIT #222
Holdowns" FOR REVISED FRAMING AT THESE
LLS, TYP PER DET 8/S9.01
UNIT #228
UNIT #230
UNIT #232
UNIT #234
UNIT #236
BALCONY SUPPORT FRAMING AS SHOWN (REF 19/S9.03
FOR BALANCE OF INFORMATION NOT SHOWN).
LEVEL R2 NORTH FRAMING
DBL RIM AT ALL CORRIDOR WALLS PEN DETAIL 12/59.03
USE HI I HANGERS FOR BLKG PANELS PEP DETAILS 7, 8, 9, 12, 15 ON 59.03
UNIT #225
B A
L
— 2
4
UNIT #226
Z�HANICAL SHAFT FRAMING STRUCTURALLY ACCEPTABLE AS SHOWN
SIMPSON HL76 w/ (8) 3/4'DIAMETER THRU BOLTS AT EACH CORNER.
UNIT #227
7
UNIT #229
10
UNIT #231
- I I
UNIT #233
CKC: CONFIRM CONT DBL 1-1 /4" RIMBOARDS
AT CORRIDOR, REF FRAMING PLAN
.17
UNIT #235
13
UN17 #237
—14
V)
ryo
LU
Ln
C)
z
0 z
0
F-1
LU
U
0) =)
V)
Z
0
U
0
U
L/)
LU
cl:�
D
joD i\jame:
Customer:
I IH3 M17 H3 I I _jj
M6 M6 4 Salesman#:
Eve: 40psf
15 License Name:
J27
192" 16
#238 UNIT #239
7,
g
b C B A Uresco EWP Dept
CKC: DBIL 1-1 /4" RIM AT BALCONIES, TYF
06 5600-03 Engineered Wood Sihalg0rawings
LU
__j
U
V)
0
0
a
M
0
L
0
LL
'EIVED BY CKC
Mar 24, 2021
_FC —KC--PR0—V1—D E—B—A—LC-0—N Y—S—U —PP—O—RTJ
UNIT #201 DBL '1IM AT ALL coRuoor WALLS PER DETAIL 12/59,03
USE H I I HANGERS FOR BLKG PANELS PER DETAILS 7, 8, 9, 12, 15 ON 59.03
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners
Hl 275 ITS1.81/11.88
H2 1 HGUS5.50/10
H3 9 HU412
H4 24 DHU1.81/11.88 ------ DHU OR DHUTF?
H5 5 ITS2.37/11.88
H6 3 DHU1.81/11.88 SKEWED RIGHT 26 DEG
H7 5 DGH1.81/11.88 SKEWED RIGHT 63 DEG
H9 4 DGB5.37/5.25 --- DOES THIS HAVE TO BE A DGB?
H10 37 WNP66
Hll 350 U210
-------------------------------------------------- -------------
�C : DGB IS STRUCTURALLY ACCEPTABLE, TYP
,Cc
J5
20
35'
11 7/8" RFPI-20
J6
17
32:
v
v
J7
20
25
v
v
J8
20
24'
v
v
J9
40
22'
v
v
ill
247
17'
v
v
J12
25
16'
v
v
J13
43
14'
v
v
J14
35
12'
v
v
J17
80
8'
v
v
J18
15
7'
v
v
9470'
Total length
Mi
5
20:
2.0 RigidLa.
LVL
5-1/4 x
11-7/8
M2
1
17
v
v
M3
1
15'
v
v
M4
2
ill
v
v
M6
1
8.
v
v
M7
8
41
v
v
1941
Total length
M8
20
71
2.0 Rigidlam
LVL
5-1/4 x
5-1/4
1401
Total length
M9
1
23:
2.0 RigidLam
LVL
3-1/2 x
11-7/8
M10
1
21
v
v
Mil
1
18,
v
v
M12
4
17:
v
v
M13
7
14
v
v
M14
2
10,
v
v
M15
2
71
v
v
M16
3
61
v
v
2801
Total length
M18
1
171
2.0 RigidLam
LVL
1-3/4 x
11-7/8
M19
8
16:
v
v
M20
2
14
v
v
M21
4
121
v
v
M22
1
10,
v
v
2311
Total length
RIM
(R/L)
3,900
1-1/2" x 9-1/2"
RIM BOARD
All product names are trademarks of their respective owners
06 5600-03 Engineered Woo(
LU
—i
Ln
z
rV00
LU
z 707
0
2:
in F--1
LU
U
D
ICY)
0
Z
CL
CL
0
L.
U
0
ILL
0
U
LA
LU
NO
Job Name:
Customer:
Salesman#:
Y92d Eve : 40psf
T/C Dead: 22psf
Total Load: 62
License Name:
Uresco EWP Dept
- ROg)EQrawings
1
2
3
4
5
C6
7
8
9
U T S R Q P N M L K j
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners
Hl
275
ITS1.81/11.88
H2
1
HGUS5.50/10
H3
10
HU412
H4
24
DHU1.81/11.88 ------
DHU OR DHUTF?
H5
5
ITS2.37/11.88
H6
3
DHU1.81/11.88
SKEWED RIGHT 26 DEG
H7
5
DGH1.81/11.88
SKEWED RIGHT 63 DEG
H9
4
DGB5.37/5.25 ---
DOES THIS HAVE TO BE A DGB?
H10
37
WNP66
Hll
----------------------------------------------------------------
350
U210
J14
35
12'
v
v
J17
80
8'
v
v
J18
is
7 '
v
v
9470'
Total length
Mi
5
20:
2.0 RigidLam
LVL 5-1/4
x
11-7/8
M3
2
15
v
v
M4
2
ill
v
v
M6
1
8'
v
v
M7
8
4'
v
v
1921
Total length
M8
20
71
2.0 Rigidlam
LVL 5-1/4
x
5-1/4
1401
Total length
M9
1
231
2.0 RigidLa.
LVL 3-1/2
x
11-7/8
M10
1
21'
v
v
M12
6
17:
v
v
M13
4
14
v
v
M14
2
10,
v
v
Mis
2
7'
v
v
M16
3
6'
v
v
254'
Total length
M18
1
17'
2.0 RigidLam
LVL 1-3/4
x
11-7/8
M19
8
16:
v
v
M20
2
14
v
v
M21
4
121
v
v
M22
3
10,
v
v
251'
Total length
RIM
(R/L)
3, 600
1-1/2" x 9-1/2" RIM BOARD
All product
names
are trademarks
of their respective owners
06
5600-03 Engineered Woo(
LU
—i
Ln
z
rV00
LU
z 707
0
2:
in F--1
LU
U
D
CY)
0
Z
CL
CL
0
L.
U
0
LL
0
U
LA
LU
NO
Job Name:
Customer:
Salesman#:
Yq2dt;
ive: 40psf
T/C Dead: 22psf
Total Load: 62
License Name:
Uresco EWP Dept
- P0g)EQrawings
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners
Hl
280
ITS1.81/11.88
H2
1
HGUS7.25/12
H3
2
HU412
H4
115
DHU1.81/11.88 ------ DHU OR DHUTF?
H5
10
LSSR1.81
H6
45
ITS3.56/11.88
H7
20
LSSR410
H8
6
HUll
H9
10
HSUL410
H10
48
WNP66
Hll
----------------------------------------------------------------
225
U210
-------
Floor
Framing Material
-------
Type
------
Qty.
----
Length
------
Product
-------------
11
9
21'
DBL 11 7/8" RFPI-20
J2
7
20'
v
v
329'
Total length
J4
6
10,
2.0 RigidLam
LVL
1-3/4 x
11-7/8
60'
Total length
J7
7
23'
11 7/8" RFPI-90
J8
61
22'
v
v
1503'
Total length
J15
7
201
11 7/8" RFPI-70
1401
Total length
J17
13
32'
11 7/8" RFPI-20
J18
4
28'
v
v
J19
120
221
v
v
J21
234
171
v
v
J22
27
16'
v
v
J23
14
14'
v
v
J24
14
13'
v
v
J25
21
12'
v
v
J26
79
ill
v
v
J27
100
8'
v
v
J29
10
71
v
v
10,203'
Total length
Mi
1
36'
2.0 RigidLam
LVL
7 x 11-7/8
M2
1
25'
v
v
M4
1
141
v
v
M5
1
71
v
v
82'
Total length
M6
2
19,
2.0 RigidLam
LVL
5-1/4 x
11-7/8
M7
2
10,
v
v
M8
1
8'
v
v
M9
3
71
v
v
M10
2
6'
v
v
Mil
6
5'
v
v
129'
Total length
M12
24
71
2.0 Rigidlam
LVL
5-1/4 x
5-1/4
168'
Total length
M13
4
22'
2.0 RigidLam
LVL
3-1/2 x
11-7/8
M14
2
21'
v
v
M16
1
ill
v
v
M17
5
10,
v
v
M18
5
8'
v
v
M19
1
6'
v
v
237'
Total length
M20
6
18'
2.0 RigidLam
LVL
1-3/4 x
11-7/8
M21
2
16'
v
v
M22
7
121
v
v
M23
1
10,
v
v
234'
Total length
RIM
(R/L)
4,4001
1-1/2" x 11-7/8"
RIM BOARD
All product
names
are trademarks of their respective
owners
USE
j I F C B A
H G
b C
B A
06 5600-03 Engineered Wood
LU
__j
U
V)
V)
0
0
ryo
LU
Un
C)
z
0 z
0
F-1
LU
U
0) =)
M
V)
0
Z
L
0
U
0
LL
0
U
V)
LU
Dob Name:
Customer:
Salesman#:
�9�d Eve: 40psf
T/C Dead: 22psf
Total Load: 62
License Name:
Uresco EWP Dept
Sihog0rawings
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners
Hl
280
ITS1.81/11.88
H2
2
HGUS7.25/12
H3
4
HU412
H4
115
DHU1.81/11.88 ------ DHU OR DHUTF?
H5
10
LSSR1.81
H6
60
ITS3.56/11.88
H7
16
LSSR410
H8
6
HUll
H9
10
HSUL410
H10
48
WNP66
Hll
----------------------------------------------------------------
225
U210
-------
Floor
Framing Material
-------
Type
------
Qty.
----
Length
------
Product
-------------
11
9
21'
DBL 11 7/8" RFPI-20
J2
7
201
v
v
329'
Total length
J4
6
10,
2.0 RigidLam
LVL
1-3/4 x
11-7/8
60'
Total length
J7
7
23'
11 7/8" RFPI-90
J8
61
221
v
v
1503'
Total length
J15
7
201
11 7/8" RFPI-70
1401
Total length
J17
13
321
11 7/811 RFPI-20
J18
4
281
v
v
J19
120
221
v
v
J21
234
17'
v
v
J22
27
161
v
v
J23
14
141
v
v
J24
14
131
v
v
J25
21
121
v
v
J26
79
ill
v
v
J27
101
81
v
v
J29
10
7'
v
v
10,2111
Total length
Mi
1
361
2.0 RigidLam
LVL
7 x 11-7/8
M2
1
25'
v
v
M3
1
211
v
v
M4
1
14'
v
v
M5
1
71
v
v
1031
Total length
M6
2
19,
2.0 RigidLam
LVL
5-1/4 x
11-7/8
M7
2
10,
v
v
M8
1
81
v
v
M9
3
7'
v
v
M10
2
61
v
v
Mil
6
5'
v
v
1291
Total length
M12
24
71
2.0 Rigidlam
LVL
5-1/4 x
5-1/4
1681
Total length
M14
2
211
2.0 RigidLam
LVL
3-1/2 x
11-7/8
M16
1
ill
v
v
M17
5
10,
v
v
M18
7
81
v
v
M19
1
61
v
v
165'
Total length
M20
6
181
2.0 RigidLam
LVL
1-3/4 x
11-7/8
M21
2
161
v
v
M22
3
121
v
v
M23
1
10,
v
v
186'
Total length
RIM
(R/L)
4,100'
1-1/2" x 11-7/8"
RIM BOARD
All product
names
are trademarks of their respective
owners
USE
IT I F C B A
LU
__j
U
V)
V)
0
0
ryo
LU
C)
";:p
0
0
LU
U
0) )
M
V)
0
Z
L
0
<
U
L.
0
LL
0
U
V)
LU
Dob Name:
Customer:
Salesman#:
�9�d Eve: 40psf
T/C Dead: 22psf
Total Load: 62
License Name:
Uresco EWP Dept
Sihog0rawings
U T S R Q P N M L K j
UNIT #401 DBL RIM AT ALL CORRIDOR WALLS PEP DETAIL 12/59,03
USE H I I HANGERS FOP BLKG PANELS PER DETAILS 7, 8, 9, 12, 15 ON 59.03
- Connector List -
ID#
Qty
Model Number
Note Carrying mbr fasteners
----------------------------------------------------------------
Hl
275
ITS1.81/11.88
H2
2
HGUS5.50/10
H3
11
HU412
H4
24
DHU1.81/11.88 ------
DHU OR DHUTF?
H5
5
ITS2.37/11.88
H6
3
DHU1.81/11.88
SKEWED RIGHT 26 DEG
H7
5
DGH1.81/11.88
SKEWED RIGHT 63 DEG
H9
4
DGB5.37/5.25 ---
DOES THIS HAVE TO BE A DGB?
H10
37
WNP66
Hll
----------------------------------------------------------------
350
U210
v v
J9
40
2 2
v v
ill
247
17
v v
J12
25
16'
v v
J13
43
14 '
v v
J14
35
1�1
v v
J17
81
8
v v
ils
is
7'
v v
9470'
Total length
Ml
5
20:
2. 0 RigidLam LVL
5-1/4 x
11-7/8
M2
2
1,7
v v
M3
1
15'
v v
M4
2
1�1
v v
M6
1
8
v v
M'7
8
4-
v v
211-
Total length
MS
20
-7.
2.0 Rigidlam LVL
5-1/4 x
5-1/4
140-
Total length
M9
1
23-
2. 0 RigidLam LVL
3-1/2 x
11-718
M10
1
21:
v v
Mil
I
is
v v
M12
2
1,71
v v
M13
8
14:
v v
M14
2
1?
v v
M15
4
V
v v
M16
3
6-
v v
2'74-
Total length
MIS
1
17'
2. 0 RigidLam LVL
1-3/4 x
11-7/8
M19
8
16:
v v
M20
2
14
v v
M21
4
12:
v v
M22
3
10
v v
251'
Total length
RIM
(R/L)
3,500
1-1/2" x 9-1/2"
RIM BOARD
All product
names
are trademarks
of their respective
owners
06 5600-03 Engineered Woo(
LU
—i
Ln
z
rV00
LU
z 707
0
2:
in F--1
LU
U
D
CY)
0
Z
CL
CL
0
L.
U
0
LL
0
U
LA
LU
NO
Job Name:
Customer:
Salesman#:
Yq2dt;
ive: 40psf
T/C Dead: 22psf
Total Load: 62
License Name:
Uresco EWP Dept
- ROg)EQrawings
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners
Hl
280
ITS1.81/11.88
H2
1
HGUS7.25/12
H3
2
HU412
H4
115
DHU1.81/11.88 ------ DHU OR DHUTF?
H5
10
LSSR1.81
H6
45
ITS3.56/11.88
H7
20
LSSR410
H8
6
HUll
H9
10
HSUL410
H10
48
WNP66
Hll
----------------------------------------------------------------
225
U210
-------
Floor
Framing Material
-------
Type
------
Qty.
----
Length
------
Product
-------------
11
9
211
DBL 11 7/8" RFPI-20
J2
7
20'
v
v
329'
Total length
J4
6
10,
2.0 RigidLam
LVL
1-3/4 x
11-7/8
60'
Total length
J7
7
23'
11 7/8" RFPI-90
J8
61
22'
v
v
1503'
Total length
J15
7
201
11 7/8" RFPI-70
1401
Total length
J17
13
321
11 7/8" RFPI-20
J18
4
28'
v
v
J19
120
221
v
v
J21
234
17'
v
v
J22
27
16'
v
v
J23
14
14'
v
v
J24
14
131
v
v
J25
21
12'
v
v
J26
79
ill
v
v
J27
100
8'
v
v
J29
10
71
v
v
10,2031
Total length
Mi
1
361
2.0 RigidLam
LVL
7 x 11-7/8
M2
1
25'
v
v
M4
1
141
v
v
M5
1
7'
v
v
821
Total length
M6
2
19,
2.0 RigidLam
LVL
5-1/4 x
11-7/8
M7
2
10,
v
v
M8
1
81
v
v
M9
3
7'
v
v
M10
2
6'
v
v
Mil
6
5'
v
v
129'
Total length
M12
24
7'
2.0 Rigidlam
LVL
5-1/4 x
5-1/4
168'
Total length
M13
4
221
2.0 RigidLam
LVL
3-1/2 x
11-7/8
M14
2
21'
v
v
M16
1
ill
v
v
M17
5
10,
v
v
M18
5
8'
v
v
M19
1
6'
v
v
237'
Total length
M20
6
18'
2.0 RigidLam
LVL
1-3/4 x
11-7/8
M21
2
16'
v
v
M22
7
12'
v
v
M23
1
10,
v
v
234'
Total length
RIM
(R/L)
3,900'
1-1/2" x 11-7/8"
RIM BOARD
All product
names
are trademarks of their respective
owners
USE
j I F C B A
H G
b C
B A
06 5600-03 Engineered Wood
LU
__j
U
V)
V)
0
0
ryo
LU
Ln
C)
z
0
0
LU
U
0) )
M
V)
0
Z
L
0
U
0
LL
0
U
V)
LU
Dob Name:
Customer:
Salesman#:
�9�d Eve: 40psf
T/C Dead: 22psf
Total Load: 62
License Name:
Uresco EWP Dept
Sihog0rawings
1
2
3
4
5
C6
7
8
9
U T 5 R Q P N M L K j
UNIT #501 DBL RIM AT ALL CORRIDOR WALLS PER DETAIL 12/59,03
USE H I I HANGERS FOR BLKG PANELS PER DETAILS 7, 8, 9, 12, 15 ON 59,03
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners
Hl
275
ITS1.81/11.88
H2
1
HGUS5.50/10
H3
10
HU412
H4
24
DHU1.81/11.88 ------
DHU OR DHUTF?
H5
5
ITS2.37/11.88
H6
3
DHU1.81/11.88
SKEWED RIGHT 26 DEG
H7
5
DGH1.81/11.88
SKEWED RIGHT 63 DEG
H9
4
DGB5.37/5.25 ---
DOES THIS HAVE TO BE A DGB?
H10
37
WNP66
Hll
----------------------------------------------------------------
350
U210
J5
20
35
11 7/8" RFPI-20
J6
17
32
v v
J7
20
25'
v v
J8
20
24'
v v
J9
40
22'
v v
ill
247
17'
v v
J12
25
16'
v v
J13
43
14'
v v
J14
35
12'
v v
J17
80
8.
v v
J18
15
7'
v v
9470'
Total length
Ml
5
201
2.0 RigidLam LVL
5-1/4 x 11-7/8
M3
2
15'
v v
M4
2
ill
v v
M6
1
8'
v v
M7
8
4-
v v
1921
Total length
M8
20
71
2.0 Rigidla. LVL
5-1/4 x 5-1/4
1401
Total length
M9
1
231
2.0 RigidLam LVL
3-1/2 x 11-7/8
M10
1
21:
v v
M12
6
17
v v
M13
5
141
v v
M14
2
10,
v v
M15
2
71
v v
M16
3
6-
v v
2681
Total length
M18
1
17:
2.0 RigidLam LVL
1-3/4 x 11-7/8
M19
8
16
v v
M20
2
141
v v
M21
4
12:
v v
M22
3
10
v v
251'
Total length
RIM
(R/L)
3,300
1-1/2" x 9-1/2" RIM BOARD
All product
names
are trademarks
of their respective
QQr5§QO-03 Engineered Woo(
LU
—i
Ln
z
rV00
LU
z 707
0
2:
in F--1
LU
U
D
CY)
0
Z
CL
CL
0
L.
U
0
LL
0
U
tA
LU
NO
Job Name:
Customer:
Salesman#:
Y92d Eve : 40psf
T/C Dead: 22psf
Total Load: 62
License Name:
Uresco EWP Dept
- ROg)EQrawings
1
2
3
4
5
C6
7
8
9
U T 5 R Q P M L K j
ROOF #01
DBIL RIM AT ALL CORRIbOl WALLS PER DETAIL 12/59,03
J4
15
3 4
11-7/81, RFPI-20
J5
11
31
v v
USE H I I HANGERS
FOR BLKG PANELS PER DETAILS 7, 8, 9, 12, 15 ON 59,03
J5A
13
28'
v v
J6
17
26'
v v
J7
15
24 '
v v
J8
30
22'
v v
J9
5
20'
v v
J10
160
17'
v v
NOTE CONTRACTOR TO VERIFY IF
J12
J13
37
15
14
12
v v
v v
FALL PROTECTION ANCHORS ARE
J14
8
10,
v v
REQUIRED AT ROOF, REF 24/S9.04
J16
3
7 '
v v
6296
Total length
J17
80
121
14" RFPI-20
9601
Total length
-------------
Connector List -------------
Ml
2
19:
2.0 RigidLam LVL 5-1/4 x 11-7/8
M2
1
15
v v
M3
2
10,
v v
ID#
Qty
Model Number
Note Carrying
mbr fasteners
M4
8
41
v v
1051
Total length 5-1/4" x 5-1/4"
Hl
160
ITS1. 81/14
M5
20
71
2.0 Rigidlam LVL wO—A-�-
CKC: ROOF LOADS PER
I
1401
Total length
DESIGN CRITERIA ON S0.01
H2
60
ITS1. 81/11 .88
M9
1
231
2.0 RigidLam LVL 3-1/2 x 11-7/8
H3
3
HU412
M10
1
211
v v
H4
22
DHU1.81/11.88 ------
DHU OR DHUTF?
M12
M13
2
5
17:
14
v v
v v
H5
3
DHU1.81/11.88
SKEWED RIGHT 26 DEG
M14
1
121
v v
M16
3
6'
v v
H6
5
DGH1.81/11.88
SKEWED RIGHT 63 DEG
1781
Total length
H7
3
DGB5.37/5.25 ---
DOES THIS HAVE TO BE A
DGB?
M19
8
171
2.0 RigidLam LVL 1-3/4 x 11-7/8
H8
37
WNP 8 8
M20
2
14:
v v
M21
4
12
v v
H 9
350
U210
2121
Total length
— — — — — — —
— — — —
— — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — —
RIM
(R/L)
3,300
1-1/211 x 9-1/2" RIM BOARD
All product
names are trademarks
of their respective owners
06 5600-03 Engineered Woo(
TION.
LU
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LU
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0
F--1
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CL
CL
0
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0
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Job Name:
Customer:
\�alesman#:
2d Eve: 40psf
/C Dead: 22psf
otal Load: 62
Uresco EWP Dept
- ROg)EQrawings
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners
Hl
215
ITS1.81/14
H2
1
HGUS7.25/12
H3
10
SUL1.81/11.88
H4
60
DHU1.81/11.88 ------ DHU OR DHUTF?
H5
22
LSSR1.81
H6
4
SUR1.81/11.88
H7
18
ITS2.37/11.88
HE
48
WNP88
H9
90
ITS1.81/11.88
Hll
----------------------------------------------------------------
200
U210
-------
Floor
Framing Material -------
Type
------
Qty.
----
Length
------
Product
-------------
11
11
231
11-7/811 RFPI-70
J2
9
221
v v
4511
Total length
J2A
11
321
11-7/811 RFPI-20
J3
123
221
v v
J4
19
211
v v
J5
17
18,
v v
J6
154
17'
v v
J7
19
14'
v v
J8
70
121
v v
J9
14
10,
v v
7627'
Total length
J10
11
161
14" RFPI-20
ill
100
8'
v v
9761
Total length
Mi
1
361
2.0 RigidLam LVL
7 x 11-7/8
M2
1
251
v v
M4
1
141
v v
M5
1
7'
v v
821
Total length
M9
3
7'
2.0 RigidLam LVL
5-1/4 x
11-7/8
M10
2
61
v v
Mil
5
51
v v
581
Total length
M12
24
71
2.0 Rigidlam Lv*pm*mR--'O--
5-1/4'' X 5-1/4"
1681
Total length
M14
2
21'
2.0 RigidLam LVL
3-1/2 x
11-7/8
M16
1
ill
v v
M17
3
10,
v v
M18
5
8'
v v
M19
1
61
v v
1291
Total length
M20
7
171
2.0 RigidLam LVL
1-3/4 x
11-7/8
M22
3
121
v v
155'
Total length
RIM
(R/L)
3,9001
1-1/2" x 11-7/8"
RIM BOARD
All product
names
are trademarks of their respective
owners
CKC: USE 5-1/4!'x5-1/4" PSL BEAMS
HI TYP
PER 2/!
CKC: PROVIDE J 12 IN THE SCHEDULE, 14" M12 TYP
PER 2/S�
J'12 @ 19.2" -
TYP PER 2/S9.00
H8 HANGER'
@ EACH END
OF M7 TYP
CKC: EA END OF M 1 21-�
j I F E
ROOF #19 1 ROOF #21 � ROOF #23 1 ROOF #24
ROOF #20
ROOF #22
Holdowns" FOR REVISED FRAMING AT THESE
POOF #28
ROOF #30
ROOF #32
ROOF #34
CKC: CONT DBL 1-1 /4" RIM AT EXTERIOR
WALLS, TYP PER DET 8/S9.01
ROOF #36
ROOF NORTH FRAMING
DBL RIM AT ALL CORRIDOR WALLS PER DETAIL 12/59.03
USE HI I HANGERS FOR BLKG PANELS PEP DETAILS 7, 8, 9, 12, 15 ON 59.03
N I'l IT ��l I I IT =A IT I MT1 I =.-
TE: CONTRACTOR TO VERIFY IF
FALL PROTECTION ANCHORS ARE
REQUIRED AT ROOF, REF 24/S9.04 J
H G
ROOF #38
ROOF #25
B A
L
— 2
11A
14=
24" O.C.
0
T. I
��21' 11 1
M17
M18 3
i !-4
---i
:1 ROOF #26
C)
z
0
af
LU
z
0
MECHANICAL SHAFT FRAMING STRUCTURALLY ACCEPTABLE AS SHOWN,
VIDE SIMPSON HL76 w/ 1 314' DIAMETER THRU BOLTS AT EACH CORNER.
8)
ROOF #27
LU
7
U
0)
�C: USE 5-1/4"x5-1/3"' PSL BEA S
.T ROOF #29
t [1' t I
V)
10
Z
0
ROOF #31
U
2
zpp ki W
ROOF #33
LU
CKC: CONFIRM CONT DBL 1-1 /4" RIMBOARDS1
AT CORRIDOR, REF FRAMING PLAN
POOF #35
13
POOF #37
14 Dob Name:
Customer:
MWM ,Salesman#:
Eve: 40psf
IIlw+1C Dead: 22psf
�'rotal Load: 62
Uresco EWP Dept
LU
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V)
0
0
a
M
0
L
0
LL
06 5600-03 Engineered Wood Sihog0rawings
RECEIVED BY CKC
Mar 24, 2021