Frame To Column __ copy3-5/8" LEDGERLOKS-3 PER JOIST BAYDTT1Z
DTT1Z
DTT1Z
DTT1Z
6X6 PT POST
6X6 PT POST
Sum vertical load capacitiesof Boise joist & rimboard for
Backer Block Optional
SHIPPING INFORMATION:DESIGNED BY: Doug HodginsJOB: Prk HouseKeiter/Park house deckWest Hatfield Ma.
21 West St.
rk Miles Inc.
Scale: 1/2" = 1'
NOTES:SHEET NUMBER: 11st walls LAYOUTFINALN/AN/AISSUE:DATE:N/AN/A12/15/20DESCRIPTION:FINALN/AN/Avertical load capacity.See Boise literature for joist
vertical load capacity.See Boise literature for joist blockingLoad bearing wall above23/32" min. plywood/OSB
birdsmouth cut in bottom
2x6 one side for 240 PLF max.
2x4 one side for 135 PLF max.
DECK FRAMING PLAN
2X8 ROOF RAFTERS 16" O/C
2ND FLOOR FRAMING PLAN
2X12 ROOF RAFTERS 16” O/C
1ST FLOOR FRAMING PLAN
2X10 RAFTERS 16” O/C
PRELIMINARY PLAN, NOT FOR CONSTRUCTION
ROOF FRAMING PLAN
------- Floor Framing Material -------
Type Qty. Product Length
------ ---- ------- ------
J1 18 SYP (PT MCA) #1 2 x 10 12' 0"
R1 2 v v 12' 0"
Total length: 240' 0"
------- Beam & Ledger Material -------
Type Qty. Product Length
------ ---- ------- ------
G1 3 1-3/4x9-1/4 VERSA-LAM 2.0 2800 20' 0"
Total length: 60' 0"
G2 2 SYP (PT MCA) #1 2 x 10 14' 0"
Total length: 28' 0"
------- Post Material -------
Type Qty. Product Length
------ ---- ------- ------
P1 2 Column by others 8' 1-1/8"
Total length: 16' 2-1/4"
All product names are trademarks of their respective owners
CEILING FRAMING PLAN
SOLID BLOCKING OR METAL BRIDGING
CEILING FRAMING PLAN
HEADER & BEAM LAYOUT
ROOF TRUSSES 24” O/C
OVERFRAME TO ROOF BELOW
ITS2561188 TOP MOUNT HANGERS
ITS25695 TOP MOUNT HANGERS
HUS1.81/10 LVL HANGER
HHUS410 LVL HANGER
LSSUH310 HANGERS
2 SIMPSON STHD14 STRAPS EMBEDDED INTO POUR
3RD FLOOR FRAMING LAYOUT
This layout has been created using the information from the plan provided, and/or verbal information
from the general contractor. r.k Miles assumes no responsibility for this layout if
altered during construction or any of the structural members shown are not supplied by r.k. Miles
It is the responsibility of the building contractor / owner to install and / or oversee the installation
of all the engineered wood components to assure compliance with the manufacturers specifications.If any
changes are made to this project after the completion of our layout contact RK Miles
immediately
DESIGN ASSUMPTIONS
====================
Loads:
T/C Live: 100 psf B/C Live: 0 psf
T/C Dead: 10 psf B/C Dead: 0 psf
Load Case: Live
Deflection Criteria:
L/360 Live L/240 Total
Building Code: IBC/IRC (Allowable Stress De
Design assumes continuous lateral bracing for both edges.
------------- Connector List -------------
ID# Qty Model Number Note Carrying mbr fasteners (top/face) Carried mbr fasteners (hip/jack) Skew Slope Top Detail
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
H1 36 LUS210 8 10dx1.5" 4 10d C17128X.pdf
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------
------- Connector Load Table -------
Max. down Max. up
ID# Qty. (lbs) DOL (lbs) DOL Support type Member type Model # Skew Slope Top Note
-------------------------------------------------------------------------------------------------------------------------------------
H1 18 630 100% lvl 1ply SYP (PT MCA) #1 2 x 10 (hs) 12
H2 18 630 100% Ledger 1ply SYP (PT MCA) #1 2 x 10 (hs) 12
8 5 4 9 l b s
3 5 2 4 l b s
R1R1
J112" ocG13 plyG2
2 ply H1H15'11"12' 6"18' 5"11'10"
SIMPSON LPC6Z
SIMPSON LCE4
SIMPSON ABU66Z
CONNECTION TO BASE OF
POST ABOVE
Doug - Please advise on an appropriate connection method between the 6x6 posts and the 3-ply beam (G-1) at Park House Porch restoration