HomeMy WebLinkAbout15 Hemeon Drive First Floor Framing Plan 21elJ4n+ili 11
Bearing Wall Below
Bearing Wall Above
Non -Bearing Wail Below
Non -Bearing Wall Above
Post Above
Post Above & Below
Multinle Mpmhpr Ropme
Side Loaded Connection
1/2" dia. Bolt (b)
Max Uniform Load
(lbs, per lin. ft.)
Nurrter of 24 c.c. 12' o.c 6" o_c.
13/4"Vs
1 314 Versa Lam _
Bolt Spacing. ,-12"dia. 2 l 500 1000 2000
Bolt (b)
3 I._ $75 750 1500
I 4 (a) _ 330_ 670 1330
2" min.
(a) 7" w be members must" loaded from both sbea.
(b) Design values apply to common bots (grade 5 or higher)
Use f]at was here each aMe and drill holes 1/2" dia.
(c) All values in the table ahove may be Increased 15% for snow based roofs al
25% for no" now roofs where code a lbw s.
Side Loaded Connection
1 314" Versa -Lam
Nail Pattern
16d common nails.
See chartMas Uniform Load
(lbs. perm. ft )
(Number of 2rowe 3rows
Member_
min. r
2 1 520 780
1 3(a)�_ 390 585
( a ) Nail pattern for 3 - piece member must occur on both sides.
Nail values may be increased by 15% for snow - load
roofs and by 25% for non - snow roofs where
building code allows.
F49 Multiple Member Connection Nail
N.T.S.
Nail each end
with 1 - V
41 (10d) mail
1%" minimum end bearing length
at all floor and roof details.
F3) -D Attachment at End
N.T.S.
Load Bearil
wail
AIS'" Blocking Panel.
Use 3" (10d) naffs at 6 -ox.
CF13-E)kIng Panels at Interior_ Bearing
N.T.S.
L- Solid block a0 posts from
above to bearing below,
1(
F08.Post Load Transfer
N.T.S.
Toe nal rim board to plate w lh 2'h" (fief, roils at
T do. or with 3%" (16d) nails at 12" o.c.
ww pmr i rmge
)r
F14 A1 Rim Board
N.T.S.
Joist hanger
- -Versa-Lam
LVL beam
F19 LVL Header Opening
N.T.S.
1st Floor
1/4 Iff= 11.011
THE INTENT OF THIS DRAWING IS ONLY TO PROVIDE SUPPLIMENTAL
INFORMATION FOR PROJECT MATERIAL ESTIMATING.
MATERIAL RECOMMENDATIONS (THIS PLAN) WILL BE SUBMITTED,
ALONG WITH RECOMMENDED DESIGN CALCULATION SHEETS, TO
THE PROJECT ARCHITECT/ENGINEER, GENERAL CONTRACTOR
AND/OR INSTALLER TO REVIEW AND APPROVE PRIOR TO ORDER
PLACEMENT AND INSTALLATION.
REFER TO ALL METHODS OF CONSTRUCTION TO ORGINAL
ARCHITECTURAL AND STRUCTURAL DRAWINGS AND NOT THIS PLAN.
ist Saved Date: 1/4/2007 11:14 AM
int Date: 1/5/2007 1:26 PM
--v — ---r-- LJ• w+ , a"aw vcU. IVGCUS review
by project's architect/engineer.
1 st Floor
Framing Schedule - Nominalized
Tag
Qty Desorption Length
1
e 11-7,'E" A_'S^' 20 MSR
32'0"'
2
E -7'E" A.JS„ 20 MSR
30' 0"
3
2 11-7 "AJS"' 20 MSR 128'0"
G
1 14-7.--'AJS-,' 20 MSR i 116.0"
Simpson Strong -Tie
11-7 E AJS-" 20 MSR 14'0"
6
t 1-7="AJS"''20MSR 8'0"
7
1'-7.E"AJS"'20MSR
' =_IS ' 20 MSR 4.0"
c
z „- c- r I� -,' 20 MSR 2'0"
— I
I
I
I
156-0"
I
O i mm I rK/AroiNG HERE
1 st Floor Al
11-7/8" AJS 20 MSR
16" OCS 111
L4
1st Floor
Accessory Schedule
Tag
Qty
Manufacturer
4
Simpson Strong-TieH2
aProductDescriptionH1
6
Simpson Strong -Tie
I'6mboardand AJS T%Ide-by-slo,.
mil fir^ �---� —• -..... ...
2'h" (E
F13 -C Exterior End Wall Support
N.T.S.
REVISIONS:
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Notes:
Shop drawings, typical details
and framing plans, outlining
Installation Procedures and unit
Identification marks, shall be
submitted for approval by the
project architect and/or engineer.
Exact quantities and lengths are
the responsibility of the contractor.
Contractor is to verify all beams
and Joists at their exact locations.
The floor system (I-Jolst, LVL) are
designed for floor loads only.
Roof loads from rafters, bracing,
and beams must bear on exterior
walls and Interior walls with bearing
straight through to a footing. Any
roof loads carried by the floor system
must be so indicated on the framing
Plan submitted to us for takeoff.
Product to be stored, handled and
Installed in accordance with
manufacturer's recommendations.
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BC FRAMER@ 6
SCALE: 1/4" = 1'-0"
DATE: 1/3/2007
BY: be
FILE: Richardson Visceglio Residence.b
DWG: