| Plan Review Stops For Permit 20091045 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2021-01-13 |
|
|
Cont ID |
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| Sent By |
dbattles |
Date |
2021-01-13 |
Time |
16:26 |
Rev Time |
0.00 |
| Received By |
dbattles |
Date |
2021-01-13 |
Time |
16:26 |
Sent To |
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|
| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2020-12-11 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-12-11 |
Time |
16:21 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-12-11 |
Time |
16:21 |
Sent To |
|
|
| Notes |
| 2020-12-11 16:32:54 | PLAN | | | REVIEW COMMENTS | | | | | | 2ND REVIEW: FBC SIXTH EDITION (2017) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) THE ENGINEERED CALCULATIONS FOR THE BEAM SPAN ARE | | | REQUIRED TO BE SIGNED AND SEALED BY THE DESIGN | | | PROFESSIONAL THAT PREPARED THEM. FBC 107.1 & 107.2.1.2 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2020-10-14 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-10-14 |
Time |
11:16 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-10-14 |
Time |
08:51 |
Sent To |
|
|
| Notes |
| 2020-10-14 10:27:54 | PLAN | | | REVIEW COMMENTS | | | | | | 1ST REVIEW: FBC SIXTH EDITION (2017) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) THE PRODUCT APPROVAL FOR THE CONCRETE ROOF TILE IS | | | EXPIRED. NOA NO. 14-0408.06 EXPIRED ON 5/20/2019. | | | SUBMIT CURRENT PRODUCT APPROVAL.CITY AMENDMENTS FBC | | | 107.3.4 | | | | | | 2) SPECIFY THE SLOPE OF THE AWNING ROOF. THE MINIMUM | | | SLOPE FOR TILE ROOFS IS 2:12. FBCR905.3.7 | | | | | | 3)THE PLANS SPECIFY THAT THE LEDGER AND WALL BRACKET | | | ARE BOLTED TO THE EXISTING WOOD WALL FRAMING. SPECIFY | | | THE BOLT TYPE ( LAG BOLT) AND THE REQUIRED EMBED DEPTH | | | INTO THE EXISTING WOOD FRAMING. CITY AMENDMENTS FBC 107 | | | | | | 4) THE PLANS SPECIFY THAT THE ROOF SHEATHING IS A 1/2" | | | TONGUE AND GROOVE SYSTEM. PLEASE CLARIFY WHAT THIS IS. | | | TILE ROOFS REQUIRE MORE THAN 1/2" SHEATHING WITH 24" OC | | | RAFTER SPACING. CITY AMENDMENTS FBC 107.2.1 | | | NOTE. THE ROOFING NAILS USED FOR THE 30 # UNDERLAYMENT | | | WILL BE EXPOSED ON THE UNDERSIDE OF THE ROOF DECK IF | | | 1/2" ROOF SHEATHING IS USED. FBC-R905.3.6 FASTENERS. | | | REQUIRES THE FASTENERS TO PENETRATE THROUGH OR A | | | MINIMUM OF 3/4" INTO THE SHEATHING. | | | | | | 5) THE SPAN BETWEEN THE SUPPORT BRACKETS FOR THE 4X8 | | | BEAM CARRYING THE TILE ROOF APPEARS TO BE EXCESSIVE. | | | PROVIDE SIGNED AND SEALED CALCULATIONS TO SHOW THE | | | ALLOWABLE SPAN FOR THE 4X8 BEAM, CITY AMENDMENTS FBC | | | 107.2.1.2 | | | | | | 6) WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A | | | RESPONSE LETTER ADDRESSING EACH ITEM ALONG WITH THE | | | CITY RE-SUBMITTAL FORM. |
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| Review Stop |
HIST |
HISTORICAL |
| Rev No |
2 |
Status |
P |
Date |
2020-12-16 |
|
|
Cont ID |
|
| Sent By |
fmittner |
Date |
2020-12-16 |
Time |
15:08 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2020-12-16 |
Time |
15:08 |
Sent To |
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|
| Notes |
| 2020-12-16 15:09:23 | PASSED FOR BORRAL HIGH S TILE NOA'S SUBMITTED SINC ENEW | | | PENT ROOF |
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| Review Stop |
HIST |
HISTORICAL |
| Rev No |
1 |
Status |
P |
Date |
2020-10-13 |
|
|
Cont ID |
|
| Sent By |
fmittner |
Date |
2020-10-13 |
Time |
16:57 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2020-10-13 |
Time |
16:57 |
Sent To |
|
|
| Notes |
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|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2021-01-13 |
|
|
Cont ID |
|
| Sent By |
dbattles |
Date |
2021-01-13 |
Time |
16:26 |
Rev Time |
0.00 |
| Received By |
dbattles |
Date |
2020-11-23 |
Time |
16:04 |
Sent To |
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| Notes |
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|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2020-10-14 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-10-14 |
Time |
11:16 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-10-02 |
Time |
14:42 |
Sent To |
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| Notes |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
2 |
Status |
P |
Date |
2021-01-13 |
|
|
Cont ID |
|
| Sent By |
dbattles |
Date |
2021-01-13 |
Time |
16:26 |
Rev Time |
0.00 |
| Received By |
dbattles |
Date |
2021-01-13 |
Time |
16:26 |
Sent To |
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|
| Notes |
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|
| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
1 |
Status |
F |
Date |
2020-10-14 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-10-14 |
Time |
10:13 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-10-14 |
Time |
08:51 |
Sent To |
|
|
| Notes |
| 2020-10-14 10:15:06 | THE PRODUCT APPROVAL FOR THE CONCRETE ROOF TILE IS | | | EXPIRED. |
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|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
F |
Date |
2020-12-11 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-12-11 |
Time |
16:21 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-12-11 |
Time |
16:21 |
Sent To |
|
|
| Notes |
| 2020-12-11 16:34:02 | THE BEAM CALCULATIONS ARE NOT SIGNED AND SEALED. |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
P |
Date |
2020-10-14 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-10-14 |
Time |
10:13 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-10-14 |
Time |
08:51 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
P |
Date |
2020-12-16 |
|
|
Cont ID |
|
| Sent By |
fmittner |
Date |
2020-12-16 |
Time |
15:08 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2020-12-16 |
Time |
15:08 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2020-10-13 |
|
|
Cont ID |
|
| Sent By |
fmittner |
Date |
2020-10-13 |
Time |
16:57 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2020-10-13 |
Time |
16:57 |
Sent To |
|
|
| Notes |
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