Plans (14) BUP2019 -00081
( 6/g )
00* RECEIVED
Y �� VED
an ermeer FEB 2 1208
CITY OF TIGARD
Forest Products, Inc. BUILDING DIVISION
B4 (1 - ply)
a
'`!.O VP
V V i This drawing is a general
interpretation of the construction
�� drawings for this project and assumes
the adequacy of the supporting
m structure.It is intended only as a
general guide for the engineerewood d
OV B4 0 e
- ply) Dimensions,quantitiucts es l
and details
must be carefully checked,verified by
comparison to the actual field
conditions and are the responsibility
vof the client, architect/engineer and
builder. Engineered floor system does
not account for roof loading unless
noted otherwise.
B4 (1 - ply)
B3 (1 - ply)
-- NOTE: DECK BEAMS SHOWN OFFSET
FOR CLARITY--DECK JOISTS BY OTHER
ply)
VL R MBOARD FIRST FLOOR : 1 -PLY 1 -3/4" X 11 -7/8 " PWT LVL
HH5 PER S2 . 02 -1 -20 -20 ABOVE ELECTRICAL ROOM
1
LVL BLOCKING C4
T.M. RIPPEY CONSULTING ENGINEERS
FIRST THREE B YS "�
I !. >, T >, TTTTTT >+
aaaaaaaaaaa 2XJ1 2XJ1
24" O.C. III
(V
>, > NOTE: ALIGN JOISTS TO ALLOW FOR PLUMBING AND MECHANICAL INSTALLATION
MIT11 .88 EA. END mmmmmmmmmmmm`° aa
C4 CN NOTE: HANGERS ARE SHOWN FOR I-JOISTS AND LVL. W o
B1 (1 - pl 2 X ALL OTHER STRAPS, TIES, HOLDDOWNS INDICATED ON THE STRUCTURAL DRAWINGS U °
GRIDLINE J ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR o
Xz �
� o
1 8 3 �`
5ok
x �� � � Sv Pam S� — . O
1PWI-47 REVISION 2 .20 -20 1 -3/4" X 11 -7/8" 244"1, OO..C. R E VI PS:0ii FIRST Floor
PWT LVL JOISTS B wF .�o 19 .�ogl Design ASD (USA)
LU NOTE: USE WPU1 .81/11 .88 AT 1 -3/4 X 11 -7/8 LVL JOISTS Method
? 12O.C. AND LVL BLOCKING PANELS Building Code IBC/IRC 2015
J Floor
( ( 070 SV (� �Xu�/ Loads
Live 40
(7 PER CONVERSATION WITH TYLER AT Dead 27
VANDERMEER FOREST PRODUCTS
WPU HANGERS ARE NO LONGER FIRST Floor Deflection Joist
0
MANUFACTURED BY SIMPSON STRONG LL Span L/ 240
TIE. PLEASE PROVIDE HWP HANGER IN I �OISt TL Span L/ 24
LIEU OF WPU HANGERS SPECIFIED AT Label Description Width Depth Qty Plies PCs Length 0
SINGLE AND DOUBLE LVL'S
J1 PWI-47 2.313 11 .875 4 14-0-0
Blocking
Label Description Width Depth Qty Plies PCs Length I
BLK1 12.OE PWLVL 1 .75 11 .8751 LinFt Varies 18-0-0 d—
LVL/LSL
Label Description Width Depth Qty Plies PCs Length 0-
135
B5 2.0E PWLVL 1 .75 11 .875 1 24-0-0
132 2.0E PWLVL 1 .75 11 .875 13 14-0-0
136 2.0E PWLVL 1 .75 11 .875 3 2 6 14-0-0
131 2.0E PWLVL 1 .751 11 .875 18 2-0-0
Hanger
Beam/Girder Supported
Member
Label PCs Description Skew Slope fasteners fasteners OFFICE COPY
H1 36 MIT11 .88 416d 410dx11/2
H2 4 ITS2.37/11 .88 210d
H3 6 HWU3.56/11 .88 416d 610d
H4 26 WPU1 .81/11 .88 416d 610dx11/2
Important Notes
Review Manufacturers'installation guide for additional structural details where necessary. H5 4 I US2.37/11 .88 (Max) 10 10dx1 1/2 2 10dx1 112
Do Not cut or notch top or bottom floanges of joists to provide clearance for plumbing fixtures.offset and/or install additional G I u l a m
joists to provide clearance. end
Label Description Width Depth Qty Plies PCs Length 2%6PI ATE
All dimensional stock"Dropped headers'' b others 2OE PWLVL 1.
PP Y z.aE Pvavi tis x 11s75
B3 24F V4-1 .8E DF 5.5 9 2 26-0-0 24F V41BE DF 5.5 X9
All Steel beams,angles and columns by others (Deappad)
134 24F V4-1 .8E DF 5.5 12 3 26-0-0 24754-1.9EDF 5SX12
1.75 x 11875
version 20.20.002 Powered byi54udre This layout is to be used as an instellebon guide only. it is meant to be used in cmjundion wiM theardsectural and structural drawings,not to replay them
3XH'1 Important Notes
R1 Zs 5 X H, H7 Review Manufacturers'installation guide for additional structural details where necessary.
II IIa PER CONVERSATION WITH TYLER AT Do Not cut or notch top or bottom floanges of joists to provide clearance for plumbing fixtures.Offset and/or install additional
" 3)CJ1 VANDERMEER FOREST PRODUCTS joists to provide clearance. SECOND Floor
N
jig 24 � WPU HANGERS ARE NO LONGER All dimensional stock"Dropped headers'by others 1 Joist
N 3XJ1 `" MANUFACTURED BY SIMPSON STRONG
3X11 II I H7 TIE. PLEASE PROVIDE HWP HANGER All Steel beams,angles and columns by others Label Description Width Depth Qty Plies PCs Length
N7 II IN LIEU OF WPU HANGERS SPECIFIED
II 5XH7- AT SINGLE AND DOUBLE LVL'S J22 PWI-47 2.313 9.5 4 4-0-0
3XH1
3XH1 6 B29 PWI-47
o. I � 2.313 11 .875 1 4-0-0
STEEL BEAM J13 PWI-47 2.313 11 .875 12 28-0-0
12XH11 T
16 x H10 (ITS2.3II11.88 H11
5 x J7 1-7/8" LVL 12" O.C. J17 PWI-47 2.313 11 .875 44 24-0-0 This drawing is a general
II 24" ' the construction
3 X J7 'A 7' drawings interpretation
this project and assumes
Ill PWI-47 2.313 11 .875 4 22-0-0
LVL J,9 @ X J1 i m X H RIMBOARD the adequacy of the supporting
-JOIST BLOCKING FIRST BAY 48 O.C. EXTERIO WALLS J12 PWI-47 2.313 11 .875 5 20-0-0 structure.It is intended only asa
BL H6 AT DEMISING WALLS general guide for the engineered
AT 3 X H \1 J15 PWI-47 2.313 11 .875 5 16-0-0 wood products placement.All
B20 (1 - ply) R1 DimensiJ20 PWI-47 2.313 11 .875 23 14-0-0 mstbeocareffullycheckedns,quantities aerifiedby
ST COL 'tl
1 -Ply) 3XJ10
811 ( --- _.-. .. comparison to the actual field
SEE LANDING conditions and are the responsibility
STEELBEAMB a t N J19 PWI-47 2.313 11.875 65 12-0-0
NOTE BELOW of the client,architect engineer and
3 X 117 X J18 PWI-47 2.313 11 .875 40 10-0-0 builder.Engineered floor system does
< " N N rev not account for roof loading unless
7119@24"
T B20III -ply) r �� J5 PWI-47 2.313 11 .875 12 8-0-0 noted otherwise.
II II R1 14(1 -ply) m a a do _ 110 PWI-47 2.313 11 .875
II N " r _ 7
37111.88 m 110 6-0_Q
7xH,0oTsz. T m Blocking
a ° B14 1 -ply �' m m
-< S x
STEELgEAMBY 7xH10(ITS2.37111.88 x��11 j B12(1 -ply) j _� Label Description
^ Width Depth Qty Plies Pcs Length
z ! N 7 T B20(1 -ply fD rn/ w v M a
BLK3 2.0E PWLVL 1 .75 11 .875 LinFt Varies 7-0-0
2= a=� v x 2 X r-�� X I
N2 �' �7 119 Ca124" m % to 3 @ X x N XX N 2�V na @ X 2 N
_ BLK1 PWI-47 2.313 11 .875 LinFt Varies 277-0-0
° �, _x N r N m v-X on Ln
MJ Rim Board
r V m ' r r m
XH1 ax B B13 (1 -ply qP-B34 1 • I X-�-X 11 B� 1m m-B34 (1 -ply = H2 " B K Label Descri tion Width De th Qt Plies Pcs Len th
J p p Y g
R' 3 J1 H3 J1 = " ' H3 H3 =-116- R1 PW 1 .5E LVL 1 .25 X 1 .25 11 .875 33 24-0-0
18 1 20 1 -Ply B12 (1 -Ply
If B18(1 PIY) R1
B20('►-p1 ) 2X18 5xH15(L826 11 .875
XH 15xH8(HU3282TF NXH 711 (� 24" 20 J3 24" CORRIDOR RIM
s ra 7 x H15 (LB26) r @' LVL/LSL
CL a I x I - 201x H15 (LB26 1-1 l4" X 11-7/8"
J8 12" 25Ja 12" 827 (1 -ply " B6 (1 -ply PWI RIMBOARD Label Description Width Depth Qty Plies PCs Length
N 12 J7 12 ,1O„ _J5 H3 m H3 _J20_ J5�� 119_
R1 828(1 _ply) B9 2.0E PWLVL 1 .25 11 .875 1 66-0-0
THE BEAMS m X H X H X H X 814 (1 -ply) 16 (1 -ply 810(1 -ply)- BB 2.0E PWLVL 1 .25 11 .875 1 64-0-0
SHOULD 2 1 10 x H8 HUS28 2T - IST BY 24" O.C.E H5 12 x H r (YVPU1.81/11.88 P 2 X H 12 (1 It
N FIRST BAY 24 O.0
�(1 -Ily) x-� N N CORRIDOR WALLS 67 2.0E PWLVL 1 .25 11 .875 1 50-0-0
S UDS, i m x GO rJa
BUT NOT 1 / ' 1 n = 7118 @ 16" -� N n �, B6 2.0E PWLVL 1 .25 11 .875 1 42-0-0
THE SHAFT SIDE N N N " m - _ �J1 �� _ B5 2.0E PWLVL 1 .25 11 .875 2 22-0-0
LAYER OF ROCK. _-" N 632 2.0E PWLVL 1 .25 11 .875 1 16-0-0 CC
13 JB @ 12" X J8 0° B21 1 - I °aS a r Y O
I H6 ` H7 5XH13 R1 r- R1 B31 2.0E PWLVL 1 .25 11 .875 1 10-0-0 W g
811 (1 - ly m B13 (1 - ply - N B30 2.0E PWLVL 1 .25 11 .875 1 6-0-0 Y
PER CONVERSATION WITH TYLER AT
R1 x Co r � J4 2.0E PWLVL 1 .5 5.5 25 2 50 10-0-0 o E I
= 5 J18 @ 24" r 3 X H1 I VANDERMEER FOREST PRODUCTS to N
B11 (1 -ply �) e- _ = c VL WPU HANGERS ARE NO LONGER J2 2.0E PWLVL 1 .5 5.5 1 8-0-0
PER CONVERSATION WITH TYLER AT T 3 X J X. XIll MANUFACTURED BY SIMPSON STRONG a ' O1 .8
VANDERMEER FOREST PRODUCTS 3 X A a H13 I m TIE. PLEASE PROVIDE HWP HANGER J3 2.0E PWLVL 1 .5 5.5 27 6-0-0 a
WPU HANGERS ARE NO LONGER vR1 IN LIEU OF WPU HANGERS SPECIFIED J1 2.0E PWLVL 1 .5 5.5 44
MANUFACTURED BY SIMPSON STRONG B41 (1 -ply) N B20(1 -ply) R1 AT SINGLE AND DOUBLE lSECOND Floor
x
B33 2.0E PWLVL 1.75 11 .875 4 14-0-0
TIE. PLEASE PROVIDE HWP HANGER Design Aso (USA)
IN LIEU OF WPU HANGERS SPECIFIED 1241 3XH1-p610 I B28 2.0E PWLVL 1 .75 11 .875 4 12-0-0 Method
AT SINGLE AND DOUBLE LVIL 3XH1 Rt _ j ALIGN BEAM OVER COLUMN BELOW B10 2.0E PWLVL 1 .75 11 .875 1 10_6_o Building CodeIBC/IRC 2015
�2 3X12 51,3@24" SECOND FLOOR: 11 =7/8" PWI-47 24" O.C . B42 2.0E PWLVL 1 .75 11 .875 2 8-0-0 Floor
cc M 637 20E PWLVL 175 11875 4 6-0-0 Loads
117@24" 3XJ2 . . .
' 'r_ PER 52 ,03 T.M. RIPPEY CONSULTING ENGINEERS Live 40
XH� B36 2.0E PWLVL 1 .75 11 .875 10 2-0-0 Dead 27
B�(3,,
- I n n Deflection Joist
R1 11 -7/8" LVL 12 O.C. WHERE NOTED PER 52.03 REV 1-20-20---AND BEYOND J8 2.0E PWLVL 1 .75 11 .875 37 14-0-0 LL Span L/ 480 00
LL x=� 3XH1 J7 2.0E PWLVL 1 .75 11 .875 23 12-0-0 TLS an L/ 240
R'
X " NOTE: ALIGN JOISTS TO ALLOW FOR PLUMBING AND MECHANICAL INSTALLATION P
" � J6 2.0E PWLVL 1 .75 11 .875 11 10-0-0
NOTE: HANGERS ARE SHOWN FOR I-JOISTS AND LVL/GLB. J9 2.0E PWLVL 3.5 11 .875 4 1 14-0-0
C "-m3X12 ALL OTHER STRAPS, TIES, HOLDDOWNS INDICATED ON THE STRUCTURAL DRAWINGS
ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR J21 2.0E PWLVL 3.5 11 .875 3 13-0-0
117@24" 5A9@24" --- X �m
116 2.0E PWLVL 3.5 11 .875 4 11-0-0
N REVISION 2.20-20 114 2.0E PWLVL 3.5 11 .875 1 9-0-0
(D
5�71XHII x 1B15 2.0E PWLVL 3.5 11 .875 1 11 -0-0
R1 B21 -P ' �C NOTE: USE WPU1.88/11.88 AT 1-3/4" X 11-7/8" LVL JOISTS Hanger
XIH1 H3 HWU3.56/11.88 AT 3-1/2" X 11-718" LVL
Beam/Girder Supported
�2
119@24 lm � 3X12 5J13@24" Member
m =IL 3, ( SECOND Floor Label PHl 1Gs Description c tioSkew Slope fasteners fasteners
Rt B11 (1 - PIY I 3 1 I
3XH1
_ R1 Glulam H2 4 GLT6/11.88
11 �1 pl M `3XH1
2XJ53 Label Description Width Depth Qty Plies PCs Length H3 17 HU412 (Min) 16 16d 6 10d
II N
2XH13 m B35 24FV4-1.8EDF 3.5 11.875 1 6-0-0 H4 8 WP1 .81/11.88XL10 Var Var
B40 24F V4-1.8E DF 3.5 12 1 24-0-0 H5 3 GLT6 10 N54A 6 N54A
B. (1 -ply 3 X J2 B16 24F V4-1.8E DF 3.5 12 2 14-0-0
2X H13 _ I ml B34 24F V4-1.8E DF 3.5 12 4 12-0-0 H6 9 HWU3.56/11 .88
R1 X110 x H7 B14 24F V4-1.8E DF 3.5 12 6 10-0-0 H6 3 HWU3.56/11 .88
6XH1B13 24F V4-1.8E DF 3.5 12 6 8-0-0 117 92 WPU1 .81/11 .88 4 16d 6 10dx1 1/2
B35 (1 -ply 0 H2 B12 24F V4-1.8E DF 3.5 12 11 6-0-0 H8 45 HUS26-27
z x H13 �� 2X H16 B22 (1 -ply) H3 R1 811 24F V4-1.8E DF 3.5 12 12 4 0 0
J17 °QI24" 2XJ17 T CL n B39 24F V4-1.8E DF 5.5 10.5 1 14-0-0 H8 5 HUS26-2TF
2X119 a B12 (1 -ply) w" B23 24F V4 5.5 12 2 240-o H9 1 HGLT4 18 N54A 6 N54
�2XJ18 v 0 o B22 24F V4-1.8E DF 5.5 12 2 20-0-0
N H10 53 ITS2.37/11 .88 °"� 2x6PLAr'
841 24F V4-1.8E DF 5.5 12 1 14-0-0 Pw1.sELVL12sx,,.a7s
2XH18 22(1 -ply) B21 24FV4-1.8EDF 5.5 12 6 12-0-0 Hll 15 HWU3.56/11 .88 416d 610d _ =479.5
620 24F V4-1.8E DF 5.5 12 14 10-0-0 H13 105 ITS2.37/11 .88 2 10d a MVL1125 X 11.875
NOTE: TYP MID-LAN NG BEAM SHOWN. B19 24F V4-1.8E DF 5.5 12 2 8-0-0 D 2DEP MA 1VL 15.75
R1 H14 4 LSSU135 Var Var 20 PWLVL 1.75 X 11.875
618 24F V4-1.8E DF 5.5 12 3 6-0-0 � z.aEPWLVL 1.7sX1,.s7s
JOISTS MAY BE 9-112" I OIST W/ IUS HANGER B17 24F V4-1.8E DF 5.5 1z 1 4-0-o H15 142 LB26 ,2..0E PWLVL 35 X 11.875
STRINGERS, STRONGBA 626 24F V4 1.8E DF 6.75 13.5 2 12 0 0 24F V4-1.8E DF 3.5 X 11.075
H16 43 IUS2.37/11.88 (Min) 10 10d 24F V4-1.8E DF 3.5 X 12
AND HANGERS BY OTHER. Bz7 24F V4-1.8E DF 1 6.75 151 14-0-0 O 24F V4-1.8E DF 5.5 X 10.5
H17 8 IUS2.37/9.5 (Min) 8 10d 24FV4-1.8EDF5SX12
624 24F V4-1.8E DF 8.75 12 1 28-0-0 0 24F V4-1.8E DF 6.75 X 135
Version 20.20.002 Powered by strode Thislrywtism be used es en insWb"on guide mly it is meant tube used in car,urntion wiM the architectural end snuoural dri,strp,not to reolaaethem
R1
K
J14 @ 24"
J16 @ 24" II
2XH10 XH1
U S2 1
i
62 1 XH1
xH1 rLAND, JOISTS
I� .
2X118
114@24" ` 3RD & 4TH Floors This drawing is a general
I II m u7 R1 interpretation of the construction
I Joist drawings for this project and assumes
" I-JOIST BLOCKING FIRST BAY 48" O.C. EXTERIOR WRIMBOARD the adequacy of the supporting
1 -pi x Label Descri tion Width De th Qt Plies PCs Len th structure.It is intended only asa
AT DEMISIN WALLS p p Y g general guide for the engineered
R1 H13 B20 (1 -Ply) wood roucts placement.
1,1 (1 -Ply 1 -" - �_ B29 PWI-47 2.313 11 .875 1 4-0-0 Dimensions,quantities and dletails
J13 PWI-47 2.313 11 .875 10 28-0-0 must be. arefotlheactueld,verified by
compari`a X N conditions and are the res onsibilit
2Xfield
118 �, a r 116 PWI-47 2.313 11 .875 64 24-0-0 P y
II LD N N 820(1 -ply N N of the client,architect/engineer and
II m to m ° @ ill PWI-47 2.313 11 .875 5 22-0-0 builder.Engineered floor system does
tp = aillill not account for roof loading unless
,6 1 _ 1 1 N m >• Clnoted otherwise.
I B14 (1 -ply) n 612 (1 -Ply) c0-1) J 12 PWI-47 2.313 11 .875 5 20-0-0
% N 110 r MrT 1P
R1 zxH10 x 814 , Ply N m J6 PWI-47 2.313 11 .875 5 16-0-0
I IN m J17 PWI-47 2.313 11 .875 38 14-0-0
2 T !n 820 (1 Ply) X-_ _X'=r°
2x117 7 �___" X N\ /N x_„ r =_n 114 PWt-47 2.313 11 .875 51 12-0-0
7 116 @ 24" f T lY X = N = x N N ¢ 4 X = N
x a a e t X "N -�ml� � ,t_ ;_Ln-_X J18 PWI-47 2.313 11 .875 42 10-0-0
__�_= X J5 PWI-47 2.313 11 .875 9 8-0-0
1_m h X X N 614 (, -ply-m m-615(1 -ply
J2 B2 (1 pIY) 815(1 -ply H2 111 ' H2 J 1 0 PWI-47 2.313 11 .875 2 6-0-0
1 J1 H5 J1 �„ -- H5 118= -
Bz , - I _ Bzo 1 - I B7 1 - 'l - J15 PWI-47 2.313 11 .875 1 4-0-0
B32l (� I 818(1 -Pl R1 Blocking
r r Y r 25 x H12 (L826
XH 15xH8 HUS26-2TF 4XH E 27 J1 @24" ORRIDOR RIM
2A 11 1 )n I `826 1-1/4 X 11-7/8 PWI RIMBOARD Label Description Width Depth Qty Plies PCs Length
7114@24" XH,2 3XH12 �- ��
3XJ18 25 J4 12 N 16 (1 -pfy 12 (1 - plyJ
d11 H5 J,7 _J5_ BLK3 2.0E PWLVL 1 .25 11 .875 LinFt Varies 10-0-0
xHH U �H 10xH8(HUS282TF B141 ' 813(1 -ply , (, _ply) Ba (1 -ply) -JOIST BLOCKING BLK1 PWI-47 2.313 11 .875 LinFt Varies 275-0-0
R1U 201 a a J1a FIRST BAY 24" O.C.
612(1 -ply X M N N CORRIDOR WALLS Rim Board
sai83 (1 -ply N a 117 = J18manLabel Description Width Depth Qty Plies Pcs Length
H,3 X L v
7117@24" 2XJ17a ' N N 7118@16" C1 M= v _ R1 PW 1 .5E LVL 1 .25 X 1 .25 11 .875 41 24-0-0
Q m X
_ m -ply) m X N 11 .875
v H13 5XH1 R1 N N R' LVL/LSL
B11 (1 - ly T v = B2(1 PIY) m Of a 14 OJ
O
R1 _ N Label Description Width Depth Qty Plies PCs Length Cr
B11 (1 -ply H13 5118 @ 24" a 3 z J 13 B9 2.0E PWLVL 1 .25 11 .875 1 66-0-0 0 ad
�_ B8 2.0E PWLVL 1 .25 11 .875 1 64-0-0 Z N
3XIJ18 - - -.._ O g rn
a _- N m R, Liu
B6 2.0E PWLVL 1 .25 11 .875 1 56-0-0 a 9
31XHI137 m m R1 B7 2.0E PWLVL 1 .25 11 .875 1 50-0-0
1211' -py R, T = a B1 2.0E PWLVL 1 .25 11 .875 1 26-0-0 3RD & 4TH Floors
1 3 X H13 ( 3= " � Design ASD (USA)
THIRD FLOOR: 11 -7/8" PWI-47 24" O.C. g
" B5 2.0E PWLVL 1 .25 11 .875 1 22-0-0 _
Method
m m B32 2.0E PWLVL 1 .25 11 .875 1 1 16-0-0 Building Code IBC/IRC 2015 do
116@24" 3X117 ; � PER S2.04 / S2.05 T.M. RIPPEY CONSULTING ENGINEERSPERS2.04AND S2.05 REV 1-20-20 AND BEYONDFloor
B31 2.0E PWLVL 1 .25 11 .875 1 10-0-0
i{3 X H1 Loads
m _ply B30 2.0E PWLVL 1 .25 11 .875 1 6-0-0 Live 40
N 23 X H 11 1 R1 NOTE: ALIGN JOISTS TO ALLOW FOR PLUMBING AND MECHANICAL INSTALLATION J4 2.0E PWLVL 1 .5 5.5 25 2 50 10-0-0 Dead 27
R1 N Deflection Joist
NOTE: HANGERS ARE SHOWN FOR I-JOISTS AND LVL/GLB. J2 2.0E PWLVL 1 .5 5.5 1 8-0-0 LL Span L/ 480
_ a ALL OTHER STRAPS, TIES, HOLDDOWNS INDICATED ON THE STRUCTURAL DRAWINGS J3 2.0E PWLVL 1 .5 5.5 10 6-0-0
TL Span l/ 240 (�)/
M-N v
m v 3X117 ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR J1 2.0E PWLVL 1 .5 5.51 65 5-0-0
5114 - m
X - EVISION 2-20-20 B10 2.0E PWLVL 1 .75 11 .875 4 14-0-0
JULLt B4 2.0E PWLVL 1 .75 11 .875 2 12-0-0
5XH13- = R1
B21 1 - l mx Hanger_Rl
H13 = m 3RD & 4TH Floors
Beam/Girder Supported
H � Member
a
116@24" m - 3XJ17 5,113@24" Glulam
41'4@24" �[ Label PCs Description Skew Slope fasteners fasteners
m ( I
-- Label Description Width Depth Qty Plies PCs Length H1 1 LBV2.37/11 .88 416d 610dx1 1/2
B11 (1 -ply 3XH13� B16 24F V4-1 .8E DF 3.5 11 .875 1 8-0-0
RlJ Via _ - ly H2 6 GLT6/11 .88
11If 1 (1 -ply N T 3XH1 R' B24 24F V4-1 .8E DF 3.5 11 .875 1 6-0-0 H3 1 IUS1 .81/11 .88 10 10d
_ r B13 24F V4- 1 .8E DF 3.5 12 2 14-0-0 (Min)
B15 24F V4-1 .8E DF 3.5 12 4 12-0-0 H4 41 IUS2.37/11 .88 10 10d
R1
N a 3XJ17
2X1,7 m T = B14 24F V4-1 .8E DF 3.5 12 7 10-0-0 (Min)
MalawiR, B2 24F V4-1 .8E DF 3.5 12 8 8-0-0 H5 18 HU412 (Min) 16 16d 6 10d
l(1 - ly m H2 H3
B� 5XH41 ;;; [ B12 24F V4-1 .8E DF 3.5 12 12 6-0-0 H7 1 LSSR2.37Z-L Var Var 13 10dx2 1/2 9 10dx1 1/2
2XH13 Hz 3X1-14 B22(1 -ply) H5 Rt B11 24F V4-1 .8E DF 3.5 12 12 4-0-0 H8 45 HUS26-2TF
a n a B23 24F V4-1 .8E DF 5.5 12 2 24-0-0 H8 5 HUS26-2TF
J16Q24" 2X114 2XJ16 3X11 a
B22 24F V4-1 .8E DF 5.5 12 2 20-0-0 H10 12 IT52.37/11 .88
N m m m LANDING JOISTS H10 3 ITS2.37/11 .88
3XHlia4 2 MISSING. B21 24F V4-1 .8E DF 5.5 12 5 12-0-0
L SEE�' 822 (1 -Ply) B20 24F V4-1 .8E DF 5.5 12 11 10-0-0 H12 147 LB26
R' B18 24F V4-1 .8E DF 5.5 125 1 6-0-0 H13 90 ITS2.37/11 .88 2 10d 24 PLATE
B3 24F V4-1 .8E DF 5.5 12 2 4-0-0 H14 2 LSSU135 Var Var o wall
Important Notes PW1.5Ewu3s xTt s7s
Pwran 1.e7s
2.0E PWLVL 1.25 X 11.875
Review Manufacturers'installation guide for additional structural details where necessary. 0 2.0E PWLVL 1.5X5.5
- 2.0E PWLVL 1.75 X 11.875
Do Not cut or notch top or bottom floanges ofjoists to provide clearance for plumbing fixtures.Offset and/or install additional joists to provide clearance. 24F V4-1AE DF 3.5 X 11.875
24F V4-1.BE DF 3.5 X 12
All dimensional stock"Dropped headers"by others - 24F V4-1.BE DF 5.5 x 12
All Steel beams,angles and columns by others
Vers,..20.20002Po"...d byi5buc0" This layout into be used as an installation guide only, his meant W be used In costpuni width the andhadtduel and structural drevnngs,not to replev them
R1
BJII @24„
,Y
J18@24"
2XH10 xN1 4TH Floor
I 62 1 -
B2 1 l , I Joist
Y,vii LANDING JOISTS
R, xH1 MISSING. Label Description Width Depth Qty Plies Pcs Length - -
2XJ18 B29 PWI-47 2.313 11 .875 1 4-0-0
24" This drawing is a general
J'I@II m � R1 J13 PWI-47 2.313 11 .875 10 28-0-0 interpretation of the construction
S drawings for this project and assumes
I-JOIST BLOCKING FIRST BAY 48" O.C. EXTERIOR L S �,.�,,,� J 16 PWI-47 2.313 11 .875 64 24_0.0 the adequacy of the supporting
Bill 1 Ply X structure.It is intended only as a
1{13 `" B20 (1 -ply) R1 826 0 -ply) general guide for the engineered
J11 PWI-47 2.313 11 .875 5 22-0-0 wood products placement.All
g11 (1 ply n' _� _ Dimensions,quantities and details
J 12 PWI-47 2.313 11 .875 5 20-0-0 must be carefully checked,verified by
comparison to the actual field
2 x J18 X conditions and are the responsibility
c _ N J6 PWI-47 2.313 11 .875 5 16-0-0
II rp 7 of the client,architect/engineer and
Be?0(1 -ply N
I '-W m builder.Engineered floor system does
(a J �' a - �' J 17 PWI-47 2.313 11 .875 38 14-0-0 not account for roof loading unless
818(�,'P� 1I = m 814 (1 - ply) a B12 (1 -ply) 3100
m W - noted otherwise.
N J1° = � A J14 PWI 47 2.313 11 .875 51 12-0-0
R1 2 X H10 e% B 14 1 -PI N '� - f- n a
I� N m _ J18 PWI-47 2.313 11 .875 42 10-0-0
r N O Qd N ts] M N v
2 CR
r �
- W
2%J17 I `' - _ _
7J16@24" u7 % T (� X a 2 N = x N N\�N N=a a @ X a = N
N_a , N X e X J10 PWI-47 2.313 11 .875 2 6-0-0
__�'_= X m J15 PWI-47 2.313 11 .875 1 4-0-0
J2 B2 (1 -ply m °� 815(1 -ply H2 X a X J11 B14 (1 -ply-m m-B15 0 -ply H2 N
1 J1 H5 J1 H5 -J18= Blocking
� , - , =I B2° , _P, B71 - I - Label Descri tion Width De th Qt Plies Pcs Len th
Biz 1 -pl 1 .S1 - I 1 11 B18 (1 -plY R1 h h y g
n BXH 15xH8 HUSz zrF 4XH a 25xH122`66eo 4" ORRIDOR RIM BLK3 2.0E PWLVL 1 .25 11 .875 LinFt Varies 10-0-0
I L 11XH12 3XH12 201Ix11
H12(L826 1-1/4" X 11-7/8" PWI RIMBOARD BLK1 :)WI-47 2.313 11 .875 LinFt Varies 274-0-0
3XJ18 7J14@24" 25 J4 12 N 18 (1 -ply 812 (1 -ply_ _,
J,1 I I H. L=J17_ J5_ - Rim Board
LJL_Ul R1U X H X H X H 10 x H6(HUS28 2TF B14(1 -ply T B13(1 ply B4 (1 -ply) 84 (1 PIY) J14 -JOIST BLOCKING
� a a FIRST BAY 24" o.c. Label Description Width Depth Qty Plies Pcs Length
812(1 PIY B21 (1 - ply) N � tO N N
_ CORRIDOR WALLS
_31B3(1 ply a a 7J18@16" _"_�= J1S-m �' �' R1 PW 1 .5E LVL 1 .25 11 .875 36 24-0-0
ll H13 _ _ 1 .25 X 11 .875
X _ `r' - -
7J17@24" 2XJ17� ; N N j
( ply) X - LVL/LSL
ao 821 1 - I m X r N
�I H13 5XH1 R1 N N R' Label Description Width Depth Qty Plies Pcs Length
811 (' = ir
R1 82 (' p'Y) 10N B9 2.0E PWLVL 1 .25 11 .875 1 66-0-0 W o
_ n
B„ (, -ply T H1 5J18@24" a 3XH1 B8 2.0E PWLVL 1 .25 11 .875 1 64-0-0 0
3XJ,6 a �- -- m B6 2.0E PWLVL 1 .25 11 .875 1 56-0-0 o uo
IXH13, m m IR. R1 B7 2.0E PWLVL 1 .25 11 .875 1 50-0-0 a
121, -p 00B1 2.0E PWLVL 1 .25 11 .875 1 26-0-0
4TH Floor
xB5 2.0E PWLVL 1 .25 11 .875 1 22-0-0 Design ASD (USA)
3XH13 -N o FOURTH FLOOR. 11 -7/8 PWI-47 24.1 O.C. Method
5J73@
-m 3XJ17 24" B32 2.0E PWLVL 1 .25 11 .875 1 1 16-0-0 Building Code IBC/IRC 2015
J16@24" 3XJ17 a PER S2.04 / S2.05 T.M. RIPPEY CONSULTING ENGINEERS PER S2.04AND S2.05 REV 1-20-20 B31 2.0E PWLVL 1 .25 11 .875 1 10-0-0 Floor 00
3 X Ht' Loads
IB30 2.0E PWLVL 1 .25 11 .875 1 6-0-0 Live ao
R1 NOTE: ALIGN JOISTS TO ALLOW FOR PLUMBING AND MECHANICAL INSTALLATION J4 2.0E PWLVL 1 .5 5.5 25 2 50 10.0.0 Dead 27 U
3XH1
R1 N Deflection Joist
NOTE: HANGERS ARE SHOWN FOR I-JOISTS AND LVUGLB. J2 2.0E PWLVL 1 .5 5.5 1 8-0-0 LL Span L/ 480
m n 3XJ17 ALL OTHER STRAPS, TIES, HOLDDOWNS INDICATED ON THE STRUCTURAL DRAWINGS TL Span L/ 240
ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR J3 2.0E PWLVL 1 .5 5.5 10 6-0-0
J,4@24"
Nei J1 m EVISION 2-20-20
J1 2.0E PWLVL 1 .5 5.5 65 5-0-0
X - B10 2.0E PWLVL 1 .75 11 .875 4 14-0-0 n_
5XH13
R, 13z1 , - I �; R' B4 2.0E PWLVL 1 .75 11 .875 2 12-0-0
X H1 H _
B25 2.0E PWLVL 5.25 11 .875 1 46-0-0
z
J16@24" co 5J13@24"
B26 2.0E PWLVL 5.25 11 .875 1 34-0-0
3XJ17
J14@24" o ` B19 2.0E PWLVL 5.25 11 .875 2 24-0-0
N
1 (, ply 3XH137 4TH Floor Hanger
R1 B
611 (1 -ply 3XH1 R, Glulam Beam/Girder Supported
Label Description Width Depth Qty Plies Pcs Length Member
B16 24F V4-1 .8E DF 3.5 11 .875 1 8-0-0 Label Pcs Description Skew Slope fasteners fasteners
CL ' 3XJ17 B24 24F V4-1 .8E DF 3.5 11 .875 1 6-0-0 H1 63 IUS2.37/11 .88 10 10d
N 2XJ17 v = c
m B13 124F V4-1 .8E DF 3.51 12 1 2 14-0-0 (Min)
2XJ18 ' m H3 B15 24F V4-1 .8E DF 3.5 12 4 12-0-0 H2 5 GLT6/11 .88
B2 (1 - ly � H2 5 X H1
R, B14 24F V4-1 .8E DF 3.5 12 7 10-0-0
2Xi13 H2 3xH1 822 (1 - ply) H5 LANDING JOISTS H3 1 IUS1 .81 /11 .88 10 10d
r T a MISSING. B2 24F V4-1 .8E DF 3.5 12 8 8-0-0
J16@24" 2XJ14 n 3XJ18 a n n (Min)
B12 24F V4-1 .8E DF 3.5 12 12 6-0-0 H5 18 HU412 (Min) 16 16d 6 10d
N m N m m
11xH1 IUS2.37/11.1.88 (Min 3XHb m B11 24F V4-1 .8E DF 3.5 12 12 4-0-0 H8 45 HUS26-2TF
- B23 24F V4-1 .8E DF 5.5 12 2 24-0-0
IM BE S BB22 (, ply)19(1 ply) B22 24F V4-1 .8E DF 5.5 12 2 20-0-0 H8 5 HUS26-2TF LB enl�
H10 12 ITS2.37/11 .88 PLATE
O Vyall
B21 24F V4-1 .8E DF 5.5 12 6 12-0-0 Pw 1.5E LVL 125 X 11.875
Important Notes H10 3 ITS2.37/11 .88 Pw1-4711.875
Review Manufacturers' installation guide for additional structural details where necessary, B20 24F V4-1 .8E DF 5.5 12 10 10-0-0 0 2.0E PWLVL 125 X 11.875
H12 147 LB26 C 2.OE PWLVL 1.7,5 X5
2.DE PWLVL 1.75 X,,.975
Do Not cut or notch top or bottom floanges ofjoists to provide clearance for plumbing fixtures.Offset and/or install additional joists to provide clearance. B 1 8 24F V4-1 .8 E DF 5.5 12 5 6-0-0 2.0E PWLVL 5.25 X 11.875
All dimensional stock"Dropped headers"by others 24F V4-1.8E DF 3.5 X 11.875
B3 24F V4-1 .8E DF 5.5 12 2 4-0-0 H13 91 ITS2.37/11 .88 2 10d 0 24F V4-1.BE DF 3.5 X 12
0 24F V6-1.BE DF 5.5 X 12
All Steel beams,angles and columns by others
Version 20.20002 Powered by i5trui This leyout lsmbe usedas en installation guide only. It is meant to be used in conjuntlian wiM tiv architenurel and snucturel drawings,not to«plea Mem