Plans (11) BUP2018 -00091
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SEE INSTALLATION GUIDE FOR APPLICABLE DETAILS B3c I-JOIST END OVER INTERIOR SUPPORT E2 HANGER DETAIL
DESIGN LOADS
Rim�� LVL or ut Applied loads o end of directly
b t
Rim may be substituted must be supported directly by
for 1-joist blocking the girder, or by a ledger or
FLOOR: ROOF: Lpe
o king fastened to the girder. BUILDING PRODUCTS
Blocking is required
when 1-joists and at o°
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: MOO
I. CAREFULLY READ THE LOUISIANA PACIFIC INSTALLATION GUIDE PRIOR TO CV O
PRODUCT PLACEMENT.
2. PLEASE OBTAIN APPROVAL FOR THESE PLACEMENT PLANS FROM THE USE THIS MATERIAL AT LEVEL 3 BC 4 lopping Be sure to check �I
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ARCHITECT/ENGINEER/DESIGNER OR RECORD. requirements for Verify capacity and fastening ( , ��
hangers. v CD
3. USE THESE LAYOUTS IN CONJUNCTION WITH THE CONTRACT DRAWINGS. requirements of hangers and
Desi ned : Aaron Hulse - Hutti BuildingProducts t (see calculations) connectors
THIS PLACEMENT PLAN DOES NOT SUPERSEDE THE CONTRACT DRAWINGS MARK< TYPE QTY. SERIES DEPTH LENGTH � OUNLESS APPROVED BY...(SEE NOTE #2) J1 I-JOIST 4 LPtia 11 7 B• 6' VN A TYPE QTY. SERIES MANUFACTURER N A �mHANGER 8 IUS2.56 11.88 Sim son - � 1..1-LOOV xQ�I w�INSIDE FACE - I ffS2.56/11.88 (TYP.) ® - J. DE FACE IUS2.56/11.88 (IYP) WHUC4610-SDS O I-JOIST TO BEAM HUCQ610-SDS I JOIST PERPENDICULAR HUC061HUCQ610-SDS HGU57.25/12HUCQ612-SDS HUC4612-SDS HUCQ612-SDS HUCQ612-SDS
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Appr ed Plans �� � O_
By Date DATE OF DESIGN
02/ 15/19 J
Designed By: Aaron Hulse - Hutti Buildin Products
MARK TYPE QTY. SERIES DEPTH LENGTH DATE OF REVISION Oct:
J8 I-JOIST 7 LPI18 9 1/2" 6' �-
J9 I-JOIST 7 LPI18 11 7/8" 6' N O A 1 F z
J7 I-JOIST 7 LPI18 11 7/8" 7' , V � V
J6 I-JOIST 104 LPI18 11 7/8" 9' VALIDITY OF P�1" -"
J4 I-JOIST 124 LPI18 11 7/8" 11'
J5 I-JOIST 2 LPI 20Plus 11 7/8" 10' THE ISSUANCE OF A PEht's'
J3 I-JOIST 78 LPI 20Plus 11 7/8- 13' BD ON TS AND OTHEI','
DESIGNER .J
CAMBER TYPE QTY. SERIES GRADE LENGTH DOCUMENTS AND OTHER u'
J2 -JOIST 52 LPI 20Plus 11 7 8" 14' DATA SHALL NOT PREVENT APH
J1 I-JOIST 50 LPI 20Plus 11 7 8" ,5' STD. GLU-LAM BEAM 8 5 1 2" X 9 1 4" P.T. 24F-V4 10' THE CODE OFFICIAL FROM V-�
STD. GLU-LAM BEAM 4 5 1/2" X 11 1 4" P.T. 24F-V4 21' REOUIRINGTHECORREC�71or' U3
OF ERRORS.OSSC 10.
N/A TYPE QTY. SERIES DEPTH LENGTH N/A TYPE QTY. SERIES MANUFACTURER N/A HUTTIG DESIGN NUMBER
- RIM 26 1 1 2" 1.35E LSL 11 7 8" 24' Q
- HANGER 4 H6US5.50 12 Simpson - BUILDING 1 803003
MARK TYPE QTY. DIMENSIONS GRADE LENGTH** - HANGER 4 HGUS7.25/12 Simpson -
B3 LP LVL BEAM 4 , 3i-P X „ 7/8" 2.0E 5' - HANGER 20 HUC68
.5 Simpson - SECOND FLOOR I-JOIST PLACEMENT PLAN
88 LP LVL BEAM 2 1 3/4" X 11 7/8" 2.OE 7' - HANGER 20 HUCQ610-SDS Simpson -
HANGER 10 HS2.56/ -SDS Simpson - THIRD FLOOR IDENTICAL PAGE
B9 LP LVL BEAM 4 Multi-PI 1 3 4" X 11 7 8" 2.0E 7' _
HANGER 83 ITS2.56/11.88 Sim son
66 LP LVL BEAM 54 Multi-PI 1 3/4" X 7 1/4" 2.0E 9' OF
63 LP LVL BEAM 12 Multi-PI 1 3/4" X 7 1/4" 2.0E 13' - HANGER 14 IUS2.56/9.5 Sim San - FOURTH FLOOR IDENTICAL 6
B10 LP LVL BEAM 3 Multi-PI 1 3/4" X 9 1/2" 2.0E 7' - HANGER 219 IUS2.56 11.88 Simpson -
B7 LP LVL BEAM 3 Multi-PI 1 3/4" X 9 1/2" 2.0E 8' ORIGINAL PLAN DATE
B11 LP LVL BEAM 3 Multi-PI 1 3 4" X 11 7/8" 2.OE 6' **Multi-ply beam ply's are added to multi-ply quantity. FLOOR JOIST TO BE 11-7/811 LPI 18 @ 24" O.C. TYPICAL U.N.O. osi2si� s
B5 LP LVL BEAM 3 Multi-PI 1 3/4" X 11 7/8" 2.0E 12' ♦ = JOIST CALC PROVIDED
B4 LP LVL BEAM 3 Multi-PI 1 3/4" x 11 7/8" 2.OE 13' GLB DESIGNATION: 5-1 /2"x13-1 /2"x10' = 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" 2.0E 14' 1/8" = V-0"
B1 LP LVL BEAM 16 Multi-PI 1 3/4" X 11 7/8" 2.0E 17' Indicates START of joist layout