HomeMy WebLinkAboutREVIEW ACTION - 08-00158 - 538 Henderson - New SFRCITY OF
REXBU TG
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Ameriui Famiipp Community
April 4, 2008
P.O Box 280
19 E. Main St.
Rexburg, Idaho 83440
Phone(208)359-3020
Review Action Fax (208) 359-3022
Permit Number: 08 00158
Project Name: 538 Henderson -Mounts
Project Type: Single Family Residential
Review Item Actions Required for Approval
Approved
Building Department Review
Complies with approved Site Plan Review
Interior Environment
Exiting Review
Height and Area Review
Energy Conservation Compliance Review
Mechanical Review
Structural Review AREA 1: In this area engineering is required "or"
bring the wall into compliance with the
code.This could be done by adding a 4' wall
onto the front of the garage wall (inside) that
has 1/2" plywood on one side, with the wall
bolted to a footing.
AREA 2: In this area engineeting is required
"or" bring the wall into compliance with the
code. This could be done by adding a 2' wall
onto the wall of the laundry room tha sets on a
footing and is bolted down and that has 1/2"
plywood on one side.
AREA 3: In this area engineering is required
"or" bring the wall into compliance with the
code. This can be done by moving the door so
that there is 2'-8" between the inside corner and
the door.
These are possible solutions.Please let us
know of your decision on these matters so that
we can issue you permit. If you have any
questions on these matters, please feel free to
ask.
Figure 4. Recommended construction details for APA portal frame bracing design with hold-downs (For use details see
Table 2
MAX. 10'
FRONT ELEVATION -4 A
NOT TO SCALE SECTION A -A
SIDE ELEVATION
Form TT -073
Page 9 of 10
1000 LB
HEADER
STRAP
DOUBLE PORTAL
A
r---
SINGLE PORTAL FRAME --7
FRAME
SHEATHING FILLER
•
3" X 11.25" MIN. HEADER
IF NEEDED
.
(BUILT-UP, SOLID SAWN,
.
GLULA I ETC)
!. s,
6' TO 18' ---'---'---
'y
FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF
16D
4
16D SINKERS AT 3" O.C. TYP.
SINKERS
I
2 ROWS @
1000 LB HEADER STRAP OPPOSITE SHEATHING AS SHOWN
�•�
i.
3" O.C.
(SEE SECTION A -A) TYP.
1000 LB
STRAP
i''
.I•
FASTEN SHEATHING TO HEADER WITH 8D COMMON
NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C.
;•;
..
3/8" MIN.
IN ALL FRAMING (STUDS, AND SILLS) TYP.
TYPICAL
THICKNESS
PORTAL FRAME
:i;
WOOD
FOR FRAMES OVER 8', PANEL SPLICE (IF NEEDED) SHALL
CONSTUCTION
STRUCTURAL
OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS
i. i
PANEL
REQUIRED. IF 2X_ BLOCKING IS USED THEN IT MUST BE
2x FRAMING
'
I'I'
STITCH NAILED WITH ONE ROW OF 16D SINKERS AT 3"
I•
�.
O.C.
i.
16" or 24"DOUBLE 2x_ POST
1000 LB HOLD
I ..
4200 LB HOLD
4200 LB HOLD DOWN STRAP APPLIED OVER
DOWN STRAP
!
�.
I
DOWN STRAP
SHEATHING INSTALLED IN CONCRETE PER
APPLIED
MANUFACTURERS INSTRUCTION
OVER
—--";
!
5/8" DIA. ANCHOR BOLT WITH 7" MIN.
'•
I.
i•
SHEATHING
I f!
EMBEDMENT & 2" X 2" X 3/16" PLATE WASHER
FRONT ELEVATION -4 A
NOT TO SCALE SECTION A -A
SIDE ELEVATION
Form TT -073
Page 9 of 10
1000 LB
HEADER
STRAP