RER (9911-184) (Plans)-
G O UVIS ENGINEERING
• C A L I F O R, N I A •
cA ember 9, 1999 E-MAIL TO • SUPPORT@GOUVISGROUP.COM SALES@GOUVISGROUP.COM
T.D. Desert Development
C/o Sparks Construction
P.O. Box 1716
La Quinta, CA 92253
CITY OF LA Q U i N Al
Attn: Nolan Sparks BUILDING & SAFETY DEPT.;
APPROVED
Re: Montanas.
Plan # 2 FOR CONSTRUCTION
GEC Job No.: 20505 DATE BY
Dear'Mr. Sparks:
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.
Sincerely, ore _
GOUVIS G Rl�`T�Q�IFORNIA
1�l0: 038276
$ era
X c
Exp. 3/31 /00
Saeed J. Bek am ®�- R o d rangie
"President ��� CIVIL ��`� " Projec manager.
SB:cb
20505 i
attachments: (6) _
GOUVISENGINEERING GROUPOF COMPANIES, WITH OFFICES IN. WEB -SITE: WWW.GOUVISGROUP.COM
4400 CAMPUSDRIVE, SuiTEA • NEWPORTBEACH, CAL/FORMA 92660 • (949) 752-1612 • FAX (949) 752-5321
2150 EAST TAHQUITZ CANYON, SUITE 9 PALM SPRINGS, CALIFORNIA 92262 • (760) 323-5090 FAX (760) 325-2863
5465 MoREHousEDRIVE, SUITE 100 • SANDIEGO, CALIFORNIA 92121 • (858) 623-9941 FAX (858) 623-0278
FIELD OFFICES: LAS VEGAS (702) 597-2005 • FAX (702) 597-0905 • FREMONT (510) 252-9195 FAX (510) 252-9196
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Job No : 20505 .
Client : TD
Plan No : 2
Wind 3768 Date :04110/98
seta<ni� also '.gSdy'���L Engineer: STEVEN(Ver3.00)
+ , � •_ . � 1.
14.0"
e.o , 2.6 9.0
0INP6RJOR HOLDDOWN '
6=6 Iry
1532 S .
A. B D A
0.0 12.8 7,0 37.7 , 50,5 }
33.0
IS77
Drag Force Analysis
A: SIMPSON ST22 (1150 LB) ALT (12) # 16d'sinke3^ 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 = 50'.5(FT). TOTAL PANEL LENGTH = �0.0(17T)
SHEAR DIAPHRAM = 4550/ 50.5 90(PLF)
SHEAR • 4550/ 9. 0- $8S56(PLF) MAXIMUM DRAG FORCE '1577 (LB)
USE TYPE 1 w/ 1/2" DIAMETER x10'-' LONG ANCHOR BOLT MAX. (S-) A" o/c
DEAD LOADS:
Wall. 140 _ 10 * 14' ; a
Roof -P 38.0 19 *'4.0/2 FROM 0.0' TO 50.5'
OVERT ANALYSISd
PANEL AW LEFT SIDE UPLIFT =r1/�bq% a (LA) USE I► 84/4x�o.
RIGHT-SIDE- UPLIFT =6C��Y (LB) USE �►j4xo
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