Plans (13) BUP2018 -00094
( 1/2 )
SEE INSTALLATION GUIDE FOR APPLICABLE DETAILS 63c I-JOIST END OVER INTERIOR SUPPORT E21 HANGER DETAIL
DESIGN LOADS
Rim
L m P LVL or ut Applied loads at end of directly
b t
Rim may be substituted must be supported directly by
for I-joist blocking the girder, or by Lpe
a ledger or
FLOOR: ROOF: citing fastened to the girder.
6
Blocking is required BUILDING PRODUCTS
when I-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: a r n Coco
I. CAREFULLY READ THE LOUISIANA PACIFIC INSTALLATION GUIDE PRIOR TO . V / C%4 IZI-
CV O
PRODUCT PLACEMENT.
2. PLEASE OBTAIN APPROVAL FOR THESE PLACEMENT PLANS FROM THE lapping Be sure to check � I
ARCHITECT/ENGINEER/DESIGNER OR RECORD. butting web filler pp
requirements for Verify acity and fastening N
3. USE THESE LAYOUTS IN CONJUNCTION WITH THE CONTRACT DRAWINGS. hangers. squi is of hangers and LL
(see calculations) connectors
THIS PLACEMENT PLAN DOES NOT SUPERSEDE THE CONTRACT DRAWINGS O�
UNLESS APPROVED BY...(SEE NOTE #2) QO
RECEIVED 0 QL
JUL 2 2 2019 O C� m
CITY OF TA3D
BUILDING DIViSIO�I
1
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INSIDE FACE I ITS2.56 •11.88 (TYP.) ® ! INSIDE FACE
IUS2.56/11.88 (TYP.) W
! _ ! JOIST !PERPENDICULAR L.L
HUCQ612-SDS HUCQ612-SDS ® I-JOIST TO BEAM HUC0612-SDS HUCQ612-SDS HUCQ610-SDS C HUC0612-SDS HUCQ612-SDS j HUCQ610-SDS HUCQ612-SDS HUC0612-SDS V
DROPPED CONNECTION. DROPPED TO !EXTERIOR WALL. DROPPED W r `�
4. /t DROPPED DROPPED DROPPED FULL HEIGHT WALLS ® E%TERIOR (TYP) _-_
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GLB 5 1/2" X 11 1/4" x 21' P.T. GLB 5 1/2- X 11 1/4- X 21' P.T. ! XLBDS P/2" X 9 1/4' GLB 5 1/2" X 11 1/4" X 21' P.T. xLBO¢P.42- X 9 1/4" GLB 5 1/2- X 11 1/4' X 21' P.T. Q
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m. GLB 5 1 2" X 11 1/4" X 21' P.T. .811, X 10 P.7. ! GLB 5 1/Y % 11 1/4" X 21' P.T. X 10 P.T. ! GLB 5 1/2" % 11 1/a" X 21' P.T. GLB 5 1/2" X 11 1/4" % 21' P.T. mp `
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DROPPED ! DROPPED ! DROPPED ITS2.56/11.88 (TYP.) ® ! DROPPED DROPPED
-----.----- 1752.56/11.68 (TYP.) m W
m. HUC0612-SDS HUC0612-SDS m HUCQ612-SDS HUCQ610-SDS 1 m HUCQ612-SDS HUCQ612-SDS pm JOIST PERPENDICULAR ! HUCQ610-SDS ,o HUCQ612-SDS HUCQ612-SDS �m m HUCQ612-SDS HUCQ612-SDS �m 2.57 PERPENDICULAR
m� m 1 m .m TO EXTERIOR WALL. m :m m 7m I
! INSIDE FACE T I T - DROPPED INSIDE FACE T 1 - TO EXTERIOR WALL. 1
p o) a - o W L
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APP Plans I- ? W
By.�- Date�=-�� � V p
C7
AppROVTl o
DATE OF DESIGN
Designed By: Aaron Hulse - Hutti Buildin Products OFFICE COPY
02/ 15/ 1 9 J
MARK TYPE QTY. SERIES DEPTH LENGTH
J8 I-JOIST 23 LP118 11 7/8" 6' �-
J7 I-JOIST 7 LP118 11 7/8" 7' OP'I'IGARD DATE OF REVISION �,
J5 I-JOIST 38 LP118 11 7/8" 9' APP RCODECOMPyIANCE NONE z
J4 I-JOIST 183 LPI 18 11 7/8" 11'
J6 I-JOIST 54 LPI 20PIus 11 7/8" 9' OTCk
J3 I-JOIST 67 LPI 20PIus 11 7/8" 13' permit DESIGNER
J2 I-JOIST 52 LPI 20PIus 11 7/8" 14 Addra� APH w
CAMBER TYPE QTY. SERIES GRADE LENGTH �'
J1 I-JOIST 35 LPI 20PIus 11 7/8" 15' Suite#:
STD. GLU-LAM BEAM 4 5 1/2" X 9 1/4" P.T. 24F-V4 10' Br Date: U�
N A TYPE QTY. SERIES DEPTH LENGTH STD. GLU-LAM BEAM 8 5 1/2" X 11 1/4" P.T. 24F-V4 21'
RIM 27 1 1/2" 1.35E LSL 11 7/8" 24 N/A TYPE QTY. SERIES MANUFACTURER N/A HUTTIG DESIGN NUMBER
MARK TYPE QTY. DIMENSIONS GRADE LENGTH** - HANGER 4 HGUS5.50 12 Simpson - BUILDING 4 803003
612 LP LVL BEAM 6 1 3/4" X 11 7/81, 2.OE 5' - HANGER 4 HGUS7.25 12 Simpson -
B8 LP LVL BEAM 4 , lt 4" X „ 7/8" 2.OE 7' - HANGER 20 HUC68
Q6 Sim Bon - SECOND FLOOR I-JOIST PLACEMENT PLAN
613 LP LVL BEAM 4 Multi-PI 1 3/4" X 11 7/8" 2.0E 5' - HANGER 8 HUCQ610 Simpson -
B9 LP LVL BEAM 2 Multi-PI 1 3/4" X 11 7/8" 2.0E 7' - HANGER 4 HUC0610-SDS Simpson - PAGE
B6 LP LVL BEAM 27 Multi-PI 1 3/4" X 7 1/4" 2.OE 8' - HANGER 18 HUCQ612-SDS Simpson - (THIRD FLOOR IDENTICAL) 3
JI
B5 LP LVL BEAM 27 Multi-PI 1 3/4" X 7 1/4' 2.OE 9' - HANGER 75 ITS2.56/1 1.88 Simpson - (FOURTH FLOOR IDENTICAL) OF
B3 LP LVL BEAM 12 Multi-PI 1 3/4" X 7 1/4" 2.0E 13' - HANGER 254 IUS2.56 , 1.88 Sim son -
B4O LP LVL BEAM 3 Multi-PI 1 3/4" X 9 1/2" 2.OE 7' ORIGINAL PLAN DATE '
B7 LP LVL BEAM 3 Multi-PI 1 3/4 X 9 1/2" 2.OE 8' **Multi- ly beam ply's are added to multi-ply quantity. FLOOR JOIST TO BE 11-7/8" LPI 18 a0 24" O.C. TYPICAL U.N.O. 03/29/18
B11 LP LVL BEAM 3 Multi-PI 1 3/4' X 11 7/8" 2.0E 6' ♦ = JOIST CALC PROVIDED
B4 LP LVL BEAM 6 Multi-PI 1 3/4" x 11 7/8" 2.0E 13' GLB DESIGNATION: 5-1 /2"x 13- 1 /2"x10' = GLB 513 10' NOTE: THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HE SCALE:
62 LP LVL BEAM 8 Multi-PI 1 3/4" X 11 7/8" 2.0E 15' 1/8" = 1'-011
B1 LP LVL BEAM 16 Multi-PI 1 3/4" X 11 7/8" 2.OE 16' Indicates START of Joist layout