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E-MAIL TO • SUPPOR7@GOUVISGROUP.COM . SALES@GOUVISGROUP.COM
CALIFORNIA -
August 18, 2000
T.D. Desert Development
c% Sparks Construction
79295 Rancho La Quinta Dr.
La Quinta, CA 92253
Attn: Nolan Sparks
Re: Montanas
Address drilled beams at lot 62
G.E.C. 20914
Dear Nolan,
Pursuant to the request of Ken McGuire at T.D. ,Desert Development regarding the above
captioned. project ;, we.submit the, following: :. .
At the plan 3 on lot #62 of Parcel 20, a 2" diameter hole was drilled through the 5 1/8" x 12" glu-
lam beam (beam #6) which is located across the entry hall into the master bedroom. The hole is
at mid depth and approximately 24" away from the end of the beam by the living room.
We reviewed the design calculations for this beam and the hole as drilled does not affect the
structural integrity of the beam. No fix is required.
This information was taken over the phone and the exact condition should be verified.
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, —
GOUVIS ENGINEERING CALIFORNIA
Christina R. Silva Q .0 ESS/
Vice President
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GO UVIS ENGINEERING GRO UP OF. COMPANIES- WITH OFFICES IN: WEB -SITE: WWW. GOUVISGROUP. COM
4400 CAMPUS DRIVE, SUITE * NEWPORTBEACH, CALIFORNIA 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
FIELD OFFICES * SAN DIEGO * PLEASANTON * INTERNATIONAL OFFICE: VIETNAM
A49-31-00 03:21P GOUVIS ENGINEERING 19497525321
GO UVIS ENGINEERING
t . C A L I F O R N 1 -A •
J F -MAIL TO . SUAP0R7Z4000YISGRUUP.CON SALaQGOUVISGROUP.COM
CAUFORN/4
August 28, 2000
T.D. Desert Development
c/o Sparks Construction
79295 Rancho La Quinta Dr.;
La Quinta, CA 92253
Attn: Nolan Sparks
Re: Montanya
Drilled beam at plan 3 2
G_ E. C. 20914
Dear Nolan, c
Pursuant to the request of Sparks Development ,regarding the above captioned project, we
submit the following:
Plan 3; .
It is structurally acceptable to drill a 2" diameter hole at 3" +/- away from the left and of the 5 118"x
12 glu-lam beam #7. Please see the attached partial framing plan and calculation sheet.
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,
GOUV S EIVGI MG CALIF, ORNL9
F
S e Steve Stinebaugh
President Project Manager
SJB:SS:cb
Attachments (2) c�D
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4400CAupusDRIFE, SuIrEA NFwrnnTBBA[:N, CALIFORNIA 92660 (949)752-1612 • FAX(949) 752-5321
2150 9Asr TAuPw77 CANyQN, SurrF 9 • PALAf SYRINcs, CALIFORNIA 92262 • (760) 323-50.90 • FAX (760) 325-2863 .
FIF,LD OFFICES; SAN DIECO PLEASANTON • INTERNATIONAL OFFI(:F.; VIFTNAM
Aug -31-00 03:21P GOUVIS ENGINEERING-,, 19497525321 P_02
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SHEET
JOB N0: 20914-202.%
CLIENT 1. �•� _
PLAN NO.: 3
DATE 10/07/99
ENGINEER: CHIEN(VER5.50)
BEAM NUMBER:,7 FL BM ® DINING
OVER-ALL LENGTH (FT): 13.75 REACTION AT: 0.00 13.75
LOADS (DOWNWARD +)
BEAM WEIGHT 30.0 LB FROM 0.0' TO 13.8'
PRIMARY ROOF 490 ,' P'LF=28.0*(19+16)/2' FROM 0.00' TO 13.75'
PRIMARY ROOF 254 PLF=14.5*(19+16)/2 FROM 0.00' TO 13.75'
EXTERIOR WALL. 30 PLF = 2.0' *.15.0 FROM 0.00' TO 13.75'
REACTIONS (LBS) LEFT, RIGHT
DOWNWARD(DL+LL/MAX.) 5326/5326 15326/5326
UPLIFT (DL+LL%MAX.) 0/0 0/0
*** USE GLB 24F V4 5 1/8 x 12 ***
*** W/ LEFT: 2-2x6 .TRIMMER/STUD RIGHT: 27-2x6 TRIMMER/STUD
***0.250" CAMBER UP @ SPAN( 6:9')
CRIT MOMENT = 18309 LB*FT @ 6:92' RATIO=0.595(Fb= 3000 S= 123.00)
CRIT- DEFLTN, = -0.469 INCH® 6.83' BASED ON (L/ 240) = 0.688
CRIT SHEAR = 4455 LB @: 1.12' 1.5*SHEAR/Fv*A=0.362(Fv=300 A= 61.50)
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—� E-MAIL TO • SUPPORY@GOUVISGROUP.COM + SALES@GOUVISGROUP.COM
CALIFORNIA ;
August 28; 2000
T.D. Desert Development -
c%o Sparks Construction
79295 Rancho La Quinta Dr.
La Quinta, CA 92253
Attn: Nolan Sparks
Re: Montanya
Drilled beam at plan 3 'Lot 62
G. E. C. 20914
Dear Nolan;
Pursuant to the request of Sparks Development regardingthe above captioned project, we
submit the following:
Plan 3:
It is structurally acceptable to drill a 2" diameter hole at 3" +/- away from the left end of the 5 1/8" x
12 glu-lam beam V. Please see the attached partial framing plan and calculation sheet.
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.
Sinaa
GONG CALIFORNIA
S Steve Stinebaugh
President Project Manager
SJB: SS: cbQ�pFESS10Nq
Attachments (2) O J. BFir,,.l�,
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4400 CAMPusDRIvE, SuITEA * NEWPORTBEACH, CALIFORNIA 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
FIELD OFFICES' * SAN -DIEGO * PLEASANTON * INTERNATIONAL OFFICE: VIETNAM
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JOB NO. r.2 0914-202
CLIENT —
PLAN NO.: 3
DATE c 10/07/99
ENGINEER: CHIEN(VER5.50)
BEAM NUMBER: 7 FL BM @ DINING
OVER-ALL LENGTH (FT) 13.75 REACTION AT: 0.00 13.75
LOADS (DOWNWARD +)
BEAM WEIGHT :.30.0 LB FROM 0.0'. TO 13.8'
PRIMARY ROOF : 490 PLF=28.0*(19+16)/2 FROM 0.00' TO 13.75'
PRIMARY ROOF : 254PLF=14.5*(19+16)/2 FROM 0.00' TO:13.75'
EXTERIOR WALL : 30 'PLF = 2.'0' * 15.0 FROM "0.00' TO 13.75'
,REACTIONS (LBS) LEFT RIGHT.
DOWNWARD(DL+LL/MAX.) 5326/5326 5326/5326
UPLIFT (DL+LL/MAX.) 0/0 0/0
*** USE GLB 24F V4 5 1/8 x 12 ***
*** W/ LEFT: 2-2x6 TRIMMER/STUD RIGHT: 272x6 TRIMMER/STUD.
***0.250" CAMBER UP @ SPAN( 6.9')
.CRIT MOMENT = 18309 LB*FT @ 6.92' RATIO=0.595(Fb= 3000 S=123.00)
CRIT DEFLTN = -0.469 INCH @' 6.83' BASED ON (L/ 240)= 0.688
CRIT SHEAR =4455 LB @ 1.12' 1.5*8HEAR/Fv*A=0.362(Fv=300 A= 61.50)
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