Plans (10) BUP2018 -00095
( 1/2 )
SEE INSTALLATION GUIDE FOR APPLICABLE DETAILS 63c I-JOIST END OVER INTERIOR SUPPORT E2 HANGER DETAIL
DESIGN LOADS LLP LVL or Applied loads at end of tl joist
Ri m
Rim may be substituted must be supported directly by
for I-joist blocking the girder, or by a ledger or
FLOOR. ROOF. Lpo
cking fastened 6to the girder.
t�4
Blocking is required BUILDING PRODUCTS
when 1-joists end at
LIVE LOAD: 40 PSF LIVE LOAD: N/A support.
DEAD LOAD: 25 PSF DEAD LOAD: N/A
IT IS THE RESPONSIBILITY OF THE CONTRACTOR/FRAMER TO:
00 100
I. CAREFULLY READ THE LOUISIANA PACIFIC INSTALLATION GUIDE PRIOR TO NO
PRODUCT PLACEMENT.
2. PLEASE OBTAIN APPROVAL FOR THESE PLACEMENT PLANS FROM THE lopping Be sure to check ��
ler 00
ARCHITECT/ENGINEER/DESIGNER OR RECORD. butting reeuirelments for
3. USE THESE LAYOUTS IN CONJUNCTION WITH THE CONTRACT DRAWINGS. q Verify capacity and fastening CD
hangers. requirements of hangers and
(see calculations) gonnectors M
THIS PLACEMENT PLAN DOES NOT SUPERSEDE THE CONTRACT DRAWINGS - 0.--,
UNLESS APPROVED BY...(SEE NOTE #2) Q o
JUL 2 2 2019 Q �LO
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5.1 5.2 5.3 5.4 5.55.6 5.75.8 5.9 5.1 � 1 np� LZ
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APPROVED ---_J cD
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DATE OF DESIGN F--
02/15/19
City of Tigard -�
Designed By: Aaron Hulse - Hutti Bu Idling Products Approved Plans DATE OF REVISION Q
MARK TYPE QTY. SERIES DEPTH LENGTH _^u �-
J8 I-JOIST 22 LP118 11 7/8"' 6' By Date ��' M NONE V�
J7 I-JOIST 7 LP118 11 7/8" 7' _ Z
J5 I-JOIST 102 LP118 11 7/8" 9' �pESIC3NER
J4 I-JOIST 126 LP118 11 7/8" 11'
J6 I-JOIST 2 LPI 20Plus 11 7/8" 9' -�
J3 I-JOIST 81 LPI 20PIus 11 7/8" 13' APH "�'
J2 I-JOIST 52 LPI 20Plus 11 7/8" 14' LU
J1 I-JOIST 48 LPI 20PIus 11 7 8" 15' CAMBER TYPE QTY. SERIES GRADE LENGTH
STD. GLU-LAM BEAM 8 5 1/2" X 9 1/4" P.T. 24F-V4 10' VALIDITY OF PERMIT C!)
STD. GLU-LAM BEAM 4 5 1/2" X 1 1 1/4" P.T. 24F-V4 2,' THE ISSUANCE OF A PERMIT
N/A TYPE QTY. SERIES DEPTH LENGTH BASED ON CONSTRUCTION HUTTIG DESIGN NUMBER
RIM 26 1 1/2" 1.35E LSL 11 7/8" 24' DOCUMENTS AND OTHER
N/A TYPE QTY. SERIES MANUFACTURER N/A
MARK TYPE QTY. DIMENSIONS GRADE LENGTH** - HANGER 4 HGUS5.50/12 Simpson - THE CODE OFFICIAL FROM
BUILDING 5 803003
HANGER 4 HGUS7.25/12 Simpson - REQUIRING THE CORRECTION
B, 1 LP LVL BEAM 3 1 3 4" X 11 7 8" 2.OE 5' HANGER 20 HUC68 Simpson - SECOND FLOOR I-JOIST PLACEMENT PLAN OF ERRORS.QSSCIII
B7 LP LVL BEAM 2 1 3/4" X 11 7 8" 2.0E 7' PAGE
B12 LP LVL BEAM 2 Multi-PI 1 3/4" X 11 7/81, 2.0E 5' - HANGER 20 HUCQ610-SDS Simpson THIRD FLOOR IDENTICAL
HANGER 12 HUCQ612-SDS Simpson 68 LP LVL BEAM 4 Multi-PI 1 3/4 X 11 7/8" 2.0E 7' _ � OF
HANGER 84 ITS2.56/11 .88 Simpson FOURTH FLOOR IDENTICAL
B5 LP LVL BEAM 54 Multi-PI 1 3 4" X 7 1/4" 2.0E 9' I
B3 LP LVL BEAM 12 Multi-PI 1 3/4" X 7 1/4" 2.0E 13' - HANGER 224 IUS2.56 11.88 Simpson -
B9 LP LVL BEAM 3 Multi-PI 1 3/4" X 9 1/2" 2.0E 7' ** Py y' p quantity. FLOOR JOIST BE 11 -7/8" LPI 18 @ 24" 0 C. TYPICAL U.N.O. ORIGINAL ATE
66 LP LVL BEAM 3 Multi-PI 1 3 4" X 9 1 2" 2.0E g' Multi- I beam ply's are added to multi-ply uantit
610 LP LVL BEAM 6 Multi-PI 1 3/4" X 11 7/8" 2.0E 6' ♦ = JOIST CALC PROVIDED Lm � � " Z=7,=r��zrr Trr�rl mT� �s��r� -
B4 LP LVL BEAM 6 Multi-PI 1 3/4" X 11 7/8" 2.OE 13' GLIB DESIGNATION: 5-1 /2"03- 1 /2"00' = GLB 513 10' NOTE: THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP SCALE:
B2 LP LVL BEAM 8 Multi-PI 1 3/4" X 11 7/8" 1 2.0E 14' Indicates START f t layout
81 LP LVL BEAM 16 Multi-PI 1 3/4" X 11 7/8" ncaes oolsay
2.0E 16'