HomeMy WebLinkAboutX2018-1591 - MiscMIDGET
A Professional Inspection Service
365 Mainsail Road,
Oceanside, CA 92054
Project Name & Address
Report of Special Inspection
Office; (760) 757-0556
Cell: (949) 370-7922
Fax: (760)757-1064.
I
Permit Number
InspectionType(s)
Inspection Date( s) <._ " 6 ``'a1 -� [ ] Periodic [ ] Continuous
Describe Inspection Made, including Locations: <) t ?M i ".. 5 1 -�
t
\. 0
List Tests Made:
Total Inspection Time Each Day:
Date
Hours
List Items Requiring Correction, include uncorrected items previously listed
Comments:
r
To the best of my knowledge, the work inspected was in accordance with the Building Department approved
design drawings, specifications and applicable workmanship provisions of the U.B.C. except as noted above. All
inspections based on four hour minimum. Inspections exceeding four hours will be billed at eight hours. Any
inspections beginning before 12:00 noon and end after 12:00 noon will be billed as eight hours
F
Signed: i A 'e r, i Date
Print FullName: + A r `.(. Registration No
FORMSI-02,01
ESI/FME INC
STRUCTURAL ENGINEERS & CONSULTANTS
EMAIL/FAX TRANSMITTAL
DATE: 4/15/2019 JOB No:
COMPANY, Renaissance Custom Builders, Inc. PROJECT:
ATTN: Kent Johnsen FROM:
EMAIL/FAX: kjohnsen@rcb-inc.com No. OF PAGES
ADDITIONAL INFORMATION:
Refer to attached details for Epoxy or Titen fix on missing anchor bolts.
H094
Gaytan Residence
Dale
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1800 E. 16th Street, Santa Ana, CA 92701 Tel: (714) 835-2800 Fax: (714) 835-2819
ESI/FME INC
STRUCTURAL ENGINEERS & CONSULTANTS
EMAIL/FAX TRANSMITTAL
1. RETRO—FIT MISSING 1/2" DIAMETER ANCHOR BOLT w/
1/2" DIA. A-307 ALL—THREAD (ICC ESR -2508) BOLTS PER TABLE BELOW.
Exterior Wall I Ed in. d In. A.B. Ouantlt Diometer IMln. Spacinal SPECIAL INSPECTION
2x4 ,-7 B" s" 'L ,L" 0 8" REQUIRED
2x6 3 a t 1/2" a 8" DETAIL MAY BE USED
Interior Wall Ed in. d (in.) A.B. Quantity Diameter Min. Spacing IN SEISMIC DESIGN
A—E
2x4 & 2x6 fL01 Wall 5*'
(2) 1/2" (a) 0 12" WIDE FTG g" ONTLEGORIES
(1) 1/2' (a) 0 15" WIDE FTG g" IAII VQlaes are ASD
(a) Anchor bolts not located at
shear walls may be replaced
w/ (1) 1/2° dia. Alf—Thread
with SET—XP Epoxy bolt per missing anchor bolt.
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INTERIOR
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NOTE: EPDXY REPLACEMENT BOLTS
MAY BE DISTRIBUTED WITHIN
EXTERIOR
LENGTH OF SHEAR WALL, ESI FME
«x T'c min = 2,500 psi 12/02/09
ANCHOR
BOLT RETROFIT- SET XP
ES -250
1800 E. 16th Street, Santa Ana, CA 92701 Tel: (714) 835-2800 Fax: (714) 835-2819
ESI/FME INC
STRUCTURAL ENGINEERS & CONSULTANTS
EMAIL/FAX TRANSMITTAL
1/2" DIA. TITEN—HD (ICC ESR -2713) BOLTS PER TABLE BELOW.
Interior Wall
Ed in. in.
A.B. Quantity Diameter
Min. Spacing
2x4 & 2x6
� Of Wall 4"
(2) 1/2" (a)
6"
(a) Anchor bolts not located at shear walls may be replaced
w/ (1) 1/2" dia. TITEN—HD bolt per missing anchor bolt.
SPECIAL INSPECTION
REQUIRED
DETAIL TO BE USED
IN SEISMIC DESIGN
CATEGORIES A—D
ONLY
All Values are ASO
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--- o -I _ a
d v n.
� I
a INTERIOR s
NOTE: TfiEN REPLACEMENT BOLTS
MAY BE DISTRIBUTED WITHIN
EXTERIOR LENGTH OF SHEAR WALL. ESI/5
* f'c min = 2,500 psi 1191o"
ANCHOR BOLT RETROFIT-TITEN HDICC
ESR -271:
1800 E. 16th Street, Santa Ana, CA 92701 Tel: (714) 835-2800 Fax: (714) 835-2819
MIDGET
A Professional Inspection Service
365 Mainsail Road,
Oceanside, CA 92054
Project Name & Address
Report of Special Inspection
Office; (760) 757-0556
Cell: (949) 370-7922
Fax: (760)757-1064.
Permit Number
Inspection Type(s)
Inspection Date(s) ' [ j Periodic [ ] Continuous
Describe Inspection Made, including Locations:
" T
List Tests Made:
Total Inspection Time Each Day:
Date
Hours
List Items Requiring Correction, include uncorrected items previously listed
To the best of my knowledge, the work inspected was in accordance with the Building Department approved
design drawings, specifications. and applicable workmanship provisions of the U.B.C. except as noted above. All
inspections based on four hour minimum. Inspections exceeding four hours will be billed at eight hours. Any
inspections beginning before 12:00 noon and end after 12:00 noon will be billed as eight hours
Signed: Date
Print Full Name: Registration No.
FORM SI -02,01
ESI/FME INC
STRUCTURAL ENGINEERS & CONSULTANTS
EMAIL/FAX TRANSMITTAL
DATE: 10/26/2018 JOB No: H094
COMPANY Renaissance Custom Builders, Inc. PROJECT: Gaytan Residence
ATTN: Kent Johnsen FROM: Dale
EMAIL: kjohnsen@rch-inc.com No. OF PAGES 1
ADDITIONAL INFORMATION:
This letter is to inform you that the foundation engineering for 23 Overlook was done using prescriptive design
values from the most current verstion of the CBC and a soils report was not use, nor was it required.
e�OF€55/0
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.lI
OF CARE®
1800 E. 16th Street, Santa Ana, CA 92701 Tel: (714) 835-2800 Fax: (714) 835-2819
ESI/FME INC
STRUCTURAL ENGINEERS & CONSULTANTS
EMAIL/FAX TRANSMITTAL
DATE: 10/26/2018 JOB No: H094
COMPANY Renaissance Custom Builders, Inc. PROJECT: Gaytan Residence
ATTN: Kent Johnsen FROM: Dale
EMAIL: kjohnsen@rcb-inc.com No. OF PAGES 1
ADDITIONAL INFORMATION:
This letter is to inform you that the foundation engineering for 23 Overlook was done using prescriptive design
values from the most current verstion of the CBC and a soils report was not use, nor was it required.
QROFESS/O
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A
q7. CIV I11
P OF CA1-1F0
1900 E. 16th Street, Santa Ana, CA 92701 Tel: (714) 835-2800 Fax: (714) 835-2819
MIDGET
A Professional Inspection Service
365 Mainsail Road,
Oceanside, CA 92054
Report of Special Inspection
Project Name & Address e ,4 h•, a '-
Office; (760) 757-0556
Cell: (949) 370-7922
Fax: (760) 757-1064
Permit Number
Inspection s
Inspection Date(s) [ J Periodic [ J Continuous
jai:.
List Tests Made:
Total Inspection Time Each Day:
Date
Hours
List Items Requiring Correction, include uncorrected items previously listed
To the best of my knowledge, the work inspected was in accordance with the Building Department approved
design drawings, specifications and applicable workmanship provisions of the U.B.C. except as noted above. All
inspections based on four hour minimum. Inspections exceeding four hours will be billed at eight hours. Any
inspections beginning before 12:00 noon and end after 12:00 noon will be billed as eight hours
r
Signed: i Date i
Print Full Name: Registration No
FORM SI -02.01