No Permit No (SPIN)1
xavier urbina
11 93,marbella ct..
November 16, 2005
Lench Design Group
P.O. Box 450
La Quinta, CA .92247
Re: Tucson II
architect
grover
g�D ARCy
Na C-13353
N9�9FN,` oy �Q.
Dear Skip,
The following discrepancies were observed during the field visit on Sunday past. Please see
that they are corrected for the final inspection by the city inspector. The city inspector may
perform the follow-up inspection and approve the installation. Please send photographs of the
completed work.
1. Provide 6 x 6 posts at Great Room patio cover.
2. Top bolt for tube section to top plate was installed at excessive angle. Reposition and
provide a positive connection.
3. Install anchor bolts instead of shot -pins at numerous locations throughout project for all
bearing walls where anchor bolts are missing. Install epoxy anchors of same diameter
and 7-1/2" long. Epoxy anchor bored holes must be blown free of all dust and debris and
wiped with damp cloth for the full depth in concrete.
Locations:
A. Bedroom #3/Garage wall
B. Garage rear wall
C. Bedroom #2 rear wall
D. Great Room/Master Bedroom shear wall
E. Great Room outside angled wall
F. At all mudsill joints within 9" of break
4. Provide corner posts at Bedroom #3 patio columns.
5. Provide nuts at holddowns in Bedroom #2.
6. Reposition anchor bolts at Garaage/Kitchen common wall. Bolts too close to the edge of
the mudsill.
7. "LST20" straps missing at rear wall of garage. Install per enclosed detail.
8. Provide steel protective plates at all pipe penetrations through studs or plates.
9. Provide "A35" anchors a truss to shear wall in Kitchen.
10. Provide `X' bracing at Great Room/ Master Bedroom shear wall.
11. Verify that all "A35" anchors are installed at all locations for truss to top plate connections
at bearing walls.
12. Bolt spacing for detail 6/- on sheet 7 should be 24" o.c.
13. Cover all patio columns with 3/8" plywood all four sides.
14. "SW" strong wall anchor bolts too short in Master Bedroom/Great Room shear wall.
Please extend anchor bolts as required by manufacturer.
15. Tighten holddown nuts in Master Bedroom/Master Bath shear wall.
16. Provide "A35" anchors truss to strong wall in Den (outside wall).
17. Provide longer bolts at tube section top plate tabs in Master Bedroom.
Please see that the discrepancies are corrected. Please feel free to call if you have any
questions. ,
4pectfully
Z,' 1
�avier urbina
xavier urbina architect
1193 marbella ct.. grover beach, calif. 93433 (805) 704-0768
11/23/2005 10:34 7148796419 SIMPSON STRONG—TIE PAGE 01/03
260 N. Palm St., Brea, CA 92921
800 999-5099
www.strangde.com
1 bhcycr@strongde.com
_ 714 738-2023 telephone
714 879-6419 fax
To: Ish @ Coronel Construction
From: Bill Heyer
Fax: (760)564-4202 Date: November 23, 2005
Phone: (760)564-4604 Pages: 3 total
Re: Simpson Strong -wall Anchorage with SET Epoxy CC:
Calle Ensenada Project — La Quinta. CA
Notes:
11/23/2005 10:34 7148796419 SIMPSON STRONG -TIE PAGE 02/03
SIMPSON STRONG -TIED COMPANY, INC.
77te World's "No Equal " Structural Connector Company
4120 Dublin Blvd. #400 . Dublin, California 94568
Phone; 800-999-8099
November 23, 2005
Coronel Construction
Phone: (760)564-4604
Fax: (760)564-4202
Attn: Ish
Re: 77-415 Calle Ensenada
La Quinta, CA
Dear Ish,
Simpson Strong -Tic SET high strength epoxy may be used with the appropriate threaded rods as an
alternative to cast -in-place anchors or., as required, for field repairs due to misplaced or, omitted
anchor bolts. Anchors shall be installed in accordance with the following requirements:
• Existing concrete strength shall be 2000 psi or greater. The concrete capacity of the existing
concrete foundation/stemwall/eurbs shall be as analyzed and approved by the Engineer of
Record. Where applies, guidelines shall be established, by the Engineer of Record, to avoid
drilling near post -tensioned cables.
• If the Strong -Wall is in place to remain, then slight overdrilling of the 5/8" anchor bolt holes will
be required .for installation of the shear anchors. This oversized mudsill hole shall be filled with
epoxy after the final position of the wall is set. Epoxy f 11 of the mudsill shall not apply around
the 7/8" diameter holdown epoxy anchors.
• For the mudsill bolts. drill a 3/4" diameter hole(oversizing existing hole to 13/16' maximum is
acceptable). Cut the existing 5/8" anchor bolt flush to the top of the Strong -Wall sill plate and
install a 5/8" diameter A36 threaded rod with 8" minimum concrete embedment, 13/4" minimum
edge distance, 7 1/2" minimum end distance, and a minimum projection of 4" above the
concrete. Re -install the Strong -Wall bearing plate with SDS screws after epoxy has cured.
Epoxy capacities are as shown in ICBO ER -5279. Special Inspection may be required in
accordance with the local building code.
Sincerely,
SIMPSON STRONG -TIE CO., INC.
W-6 -a /A�;Ok
Hill Heyer
Strong -Wall Support
11/23/2005 10:34 7148796419 SIMPSON STRONG -TIE PAGE 03/03
• SIMPSON STRONG -TIE® COMPANY, INC.
776, Warld's "Nn Equal" Srruruval Conneclor Company
4120 Dublin Blvd. #400 . Dublin, Califomia 94566
Phone: 800-999-5099
•
November 23, 2005
Coronel Construction
Phone: (760)5644604
Fax: (760)564-4202
Attn: Ish
Re: 52-690 Calle Ensenada
La Quinta, CA
Dear Ish,
Simpson Strong -Tie SET high strength epoxy may be used with the appropriate threaded rods as an
alternative to cast -in-place anchors or, as required, for field repairs due to misplaced or omitted
anchor bolts. Anchors shall be installed in accordance with the following requirements:
• Existing concrete strength shall be 2000 psi or greater. The concrete capacity of the existing
concrete foundation/stemwall/curbs shall be as analyzed and approved by the Engineer of
Record. Where applies, guidelines shall be established, by the Engineer of Record, to avoid
drilling near post -tensioned cables.
If the Strong -Wall is not in place, then the corresponding Simpson Strong -Tie template should be
used to ensure the anchors are installed vertically plumb and at the correct locations. If the
Strong -Wall is in place to remain, then slight overdrilling of the 5/8" anchor bolt holes will be
required for installation of the shear anchors. This oversized mudsill hole shall be gilled with
epoxy after the final position of the wall is set. if the holdown anchors need to be installed then
one-time removal & reattachment of the pre -attached holdowns is permitted for installation
accessibility. Epoxy fill of the mudsill shall not apply around the 7/8" diameter holdown epoxy
anchors. Angled installation of the epoxy anchors with the use of a bent bolt is also not
permitted.
• For the holdown bolts, drill a 1" diameter hole and install a 7/8" diameter A36 threaded rod with
15" minimum concrete embedment into the footing. The 15" minimum embedment shall be into.
a minimum 8" thick stem wall except for the SWI 6 & SW22 portal walls may be epoxied into a
6 -inch thick stem. The 7/8" diameter epoxy bolts shall have 13/4" minimum concrete edge
distance, 5" minimum concrete end distance, and a minimum projection of 5 inches above the
concrete.
• For the mudsill bolts, drill a 3/4" diameter hole and install a 5/8" diameter A36 threaded ,rod with
5" minimum concrete embedment, 1 3/4" minimum edge distance, 7 1/2" minimum end distance,
and a minimum projection of 4" above the concrete.
Epoxy capacities are as shown in ICBG ER -5279. Special Inspection may be required in
accordance with the local building code.
Sincerely,
SIMPSON STRONG -TIE CO., INC.
TANDY'S INSPECTION SERVICES, INC.
PO BOX 13766 - PALM DESERT, CA 92255-3766
OFFICE / FAX- 951 .769.9717
PAGER 760.776.3339
SPECIAL INSPECTION DAILY / WEEKLY REPORT
TYPE OF INSPECTION PERFORMED
,E"xv Amokays
PERMIT NUMBER
TYPE OF STRUCTURE
lsf-. Res.
DATE
PROJECT ADDRESS (INCLUDE STREET ADDRESS AND CITY OR COUNTY)
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PROJECT NAME (INCLUDE COUNTRY CLUSIBUSINESS PARIUCORPORATE CENTER. ECT. NAME)
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ARCHITECT `
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ENGINEER
GENERAL CONTRACTOR
SUB CONTRACTOR
DESCRIPTION OF WORK INSPECTED
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WELDING INFORMATION
WELDERS NAME" CERTIFYING AGENCY NAME AND NUMBER PROCESS AND ELECTRODE
SAMPLE INFORMATION
TIME SUPPLIER TICKET NUMBER MIX NUMBER AIR TEMP SAMPLE SLUMP WATER TIME IN
TEMP ADDED MIXER
d '
LOCATION TAKEN:
LOCATION TAKEN:
I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE'ABOVE REPORTED WORK, UNLESS
OTHERWISE NOTED. AND TO THE BEST OF MY ABILITY I HAVE FOUND THIS WORK TO COMPLY WITH
THE APPROVED PLANS. SPECIFICATIONS & pAPPLICABLE BUILDING LAWS.
6zINSPECTORS5SIGNATURE
INSPECTORS CERTIFICATION AGENCY AND NUMBER