HomeMy WebLinkAboutENGINEER LETTER - 07-00286 & 287 - Wagon Wheel Apartments - Site PlanSUMMIT CONSULTING ;
143 N 4080 E, Rigby, II
(208)709-5549
Teton Glass
79G E. 7" North
Rexburg; I] 813440
Re: Wagon Wheel Apartments
Shop and .Bike Storage Additions
Rexbur(,-rC" ID
To Whom It May Concem:
Wagon Wheel Apts-Shop
.dune 5, 2007
#07-1051
This letter is to provide documentation that S-Ummi-`L Consulting Services, Inc. has done the lateralanalysxs for the above referenced Apartment Additions. The d�si�n zs based upon a 35 Psf roof snow load, a
90 mph3 second dust wind force with exposure F, and laterad forces for seismic design category D. The
structural design is bayed upon the 2003 International Buildijoa Codes requirements and restrictions.
Included are ane "redlined" 24x36 plan, an g 1/Z x "'Wood Wall Sehedule'7'"Holdawn Schedule",
"Concrete Wal 1 Schedule", and �`CancreteFooting S chedulc, and two $ %2x11 detail sh��ts, and calculations.
The lateral resisting system is based upon continuously sheathed walls using 7/16" APA rated gall sheath ul
All edges are to be blocked. This design does not require any interior braced walls. g
This design is inteiided to cover only the lateral analysis of the Apartment Additions referenced above.
This fetter is not intended to cover any other mechanYcal, eiectrical, or architectural features. The designi
a one time use for the above mentioned Apartment Additions only. The lateral analysis is Iin�ited to a ane time
use for the above re�'erenced project and none of the des'
�ra or portions of the design are to be used or reused
on any other projects without the written consent of Summit Consulting Sen�r'c�s, Inc. Due to the limited
Involvement and no construction observation, Summit Consulting Services, Yr�c. is limiting our Iiabi�i� tri�s5ao.y
If I can be of further assistance, or if you have any further question az- cnncerns, please don 't hesitateto call.
Sincerely,
Eric Rawlins
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USE A36 STEEL. DO
WHERE TOP PLATE IS
SHEAR
rLAN DUH SHEAF
(SEE APPROPRrATE SECT
OR BOLTING)
WALL
— -tea frr Iii
RECESS INTO SILK PLATT.
OR DISCONTIN11 i s iQ CTOAM
MINIMUM EMED.
A r%���� r-,�- . .
ALTERNATE STAPLE SCHEDULE
FOR APA RATED SHEATHING
EDGE NAIL SPACING
AS SPECIFIED I
T' I L IN L f -
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6
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MEMBER.
REQUIRES
u'ALL HaLDOWNS)
BOTTOM PLACE NAILING
CONCRETE.
MARK
HOEDOWN SCHEDULE
MODEL HOLDOWN ANCHOR MINIMUM
NUMBEH TYPEBOLT EMBEDMENT
�DJAMETERI CONARE T E
0
A I 14 grit
1 ALL HOLDOWNS BASES UPON SIMPSON STRONC;—TIE
WOOD COLUMN
I PO
TRAP 11 E
NAILS
RRESSU RE TREATED
SILL PLATE
HOEDOWN TYPE A
MINIMUM
COLD
.SIZE
i 2
F N TEREMARKS
TO COLUMN
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- i d
NAILS
WIDTH
TYPE A
HORIZ.
REINF.
VERT.
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ON PLAN DENOTF:� TOP r�,� �-nn�i�.�� .� � F-, . ,
r-�LJNrUNUEMLNT
.SUMMIT CONSULYYNG
SER UCEs. INC
143 N 41190 E RlGBY, ,D 8392
Pelephnae 208/109-5549 Fax 208,f?`�5-9388
11
WAGON
M
Ii ##r D.F.
KO
BRACE ONE 51DE ONLY
5E�TION AA .
WHEEL APARTMENTS
REXBURG, ID
- i o i
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PRFl 1 D 2 PL -1' Glep, T
(POINT� KNI
RAS NJJr To DE51THS
'n'TTOM CHORD OF THE 2 PLY 61RDo
SSS FORTHE PONT L OAS
WN
ROM THE NOD BRACE IN r i m
SUMMIT CONSULTING SERVICES,
143 N 4080 E, Rigby, ID 83442
(208) 709-5549
INC.
WAGON WHEEL. APARTMENTS
SHEET
1.1
2.1-2.14
3.13.2
4.1-4.19
END
Client: Teton Glass
Rexburg, Id
LIC
Designed by: Eric Rawlins
Project #07-1051
TABLE OF -CONTENTS
DESCRIPTION
Design Criteria
Lateral Analysis and
Garage Design
Bike Storage Beam,,
Shear Wills
Column & Brace Design
6
9�R. ryOpP�S