RER (9911-189) (Plans)r
a _
GO UVIS .ENGINEERING
• C A' L I F O R N I -A •
"Member 9, 1999 E-MAIL TO • SUPPOR7@a GOUVISGROUP.COM SALES@GOUVISGROUP.COM
T.D. Desert Development
c/o Sparks Construction '
P.O. Box 1716
La Quinta, CA 92253
Attn: Nolan Sparks CITY OF L:A O U I N TA '
BUILDING & SAFETY DEPT..-
Re:
EPT..-Re: Montanan • APPROVED -
Plan # 2
GEC Job No.: 20505 FOR CONSTRUCTION .
Dear Mr.. Sparks: DATE�ti BY _JA0
Pursuant to your request. regarding the above captioned project, per our phone
conversation on 11/9/99, we submit the following: '
See the attached partial framing, and foundation plan and detail"A" for the added 8090
door between the dining room and the family room.
Note: Please, verify the above with the building department prior to construction.
If you have any .questions, please do not hesitate'.to contact this office. r
Sincerely, {�..
O N ER.IWt��';IF�bR0I -',
A
.9 P!a C38276
/ l"e�dz.� a3
Saeed J. Bekam . ,, , 5:p. 3/31/00" h , a and Frangie
President , �r Pro' ct
in
SB:cb
20505.
attachments: (6) ,
GOUVIS ENGINEERING GROUP OF COMPANIES WITH OFFICES -IN.- WEB -SITE: www.GouvisGRoup.comr '
:4400 CAMPUSDRIVE, SUITEA �. NEwPORTBEACH, CALIFORNIA 92660 • (949) 7524612 • . FAX (949) 752-5321
2150 EAST TAHQurrz CANYON SUITE 9 ' • . PALM SPRiwds, CALIFomm 92262 • (760) 323-5090 •, FAX (760) 325-2863
5465 MOREHOUSE DRIVE, SUITE 100 • SANDIEGO, CALIFomm 92121 • (858) 623-9941 • FAX (858) 623-0278
FIELD OFFICES: LAS VEGAS (702) 597=2005 FAX. (702) 597-0905 - • FREmfoNT (510) 252-9195 . FAX(510)252-9196 '
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v���; W i„�ioi�t.►.iu\r �. Y► Arv1� r�:A Job No :2USU5
r Client : TD G
_ Plan No: 2
Date : D4/10/99
wind 3766 �` 9 a Z Engineer. STEVEN(Ver3.0'SCISMW 4550
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Drag Force Analysis
A: SIMPSON.ST22 (1150 LB) ALT (12)-# 16d sinker'per top plate splice
B: SIMPSON ST6224 (2116 LB) ALT (18), # -16d, sinker per top plate splice
16• AT RIGHT OF DINING. INTERIOR WALL
STORY,: 'FIRST FLOOR -TWO POUR FOUNDATION 94 UBC
TOTAL WALL LENGTH = 5 0.5 (FT) , TOTAL ` PANEL LENGTH . 0 (FT).`
SHEAR DIAPHRAM = 4550/ 50.5 _ k 90(PLF)
SHEAR • 4550/ 9: 0= $65.S6(PLF) 'MAXIMUM DRAG FORCE 1577 (L)3)
USE TYPE 1 w/ 1/2” DIAMETER x10'.' LONG ANCHOR BOLT MAX. n '; ..0" o/c
DEAD LOADS: '
Wa11 140 -10 * 14'
Roof_P -.38.0. 19 * 4.0/2 FROM.' 0.0'. TO 50.5'
OVERT ANALYS i S ' • ' � - r1/� d ,}
PANEL
IA LEFT _SIDE : -UPLIFT =bq%yd (LA) USE T►J�1�T1/4X0
RIGHT -7 UPLIFT t 6y1q` (LB) ; _ FUSE Il /4x<o
Y • � ��� �Oct/ ago
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