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Plan Review Details - Permit 21081484
| Plan Review Stops For Permit 21081484 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2021-09-24 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2021-09-24 |
Time |
10:24 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2021-09-24 |
Time |
09:23 |
Sent To |
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| Notes |
| 2021-09-24 10:21:21 | 1ST REVIEW: FBC SEVENTH EDITION (2020) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) SPECIFY THE WIND DESIGN DATA ON THE PLANS. THE | | | EXPOSURE CATEGORY IS C AND THE VULT. WIND SPEED IS 170 | | | MPH. FBC-R301.1 | | | 2) THE NEGATIVE UPLIFT PRESSURES IN THE ROOF PRESSURE | | | CHART ON SHEET S.1 APPEAR TO BE LOW. FBC-R301.2.1 | | | 3) THE RAFTER SPANS OF JUST UNDER 18 FEET FOR THE 2X10S | | | AT 16" OC APPEARS TO BE EXCESSIVE BASED ON THE DEAD | | | LOADS OF THE ROOF COVERING AND THE 7/8" STUCCO CEILING | | | ALONG WITH THE LIVE LOADS. SUBMIT SIGNED AND SEALED | | | CALCULATIONS FROM THE ENGINEER. FBC AMENDMENTS | | | 107.2.1.2 | | | 4) THE DOUBLE 2X10 LOAD BEARING HEADERS THAT ARE | | | SUPPORTING THE ROOF FRAMING ARE SPANNING MORE THAN 12 | | | FEET. SUBMIT SIGNED AND SEALED CALCULATIONS TO SHOW | | | THEY ARE CAPABLE OF SUPPORTING THE LOADS. FBC | | | AMENDMENTS 107.2.1.2 | | | 5) 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 |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
P |
Date |
2021-09-29 |
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Cont ID |
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| Sent By |
jleahy |
Date |
2021-09-29 |
Time |
13:42 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2021-09-29 |
Time |
13:42 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2021-09-29 |
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Cont ID |
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| Sent By |
jleahy |
Date |
2021-09-29 |
Time |
13:43 |
Rev Time |
0.00 |
| Received By |
jleahy |
Date |
2021-09-03 |
Time |
17:15 |
Sent To |
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| Notes |
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| Review Stop |
IMPACT |
COUNTY IMPACT FEES |
| Rev No |
1 |
Status |
N |
Date |
2021-09-24 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2021-09-24 |
Time |
09:25 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2021-09-24 |
Time |
09:25 |
Sent To |
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| Notes |
| 2021-09-24 10:25:37 | NO HABITABLE SPACE IS BEING ADDED. |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2021-09-24 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2021-09-24 |
Time |
10:25 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2021-09-24 |
Time |
09:25 |
Sent To |
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| Notes |
| 2021-09-24 10:27:27 | THE ENGINEER'S DIGITAL SIGNATURE ON THE PLANS COULD NOT | | | BE VERIFIED. ELECTRONICALLY SUBMITTED DRAWINGS ARE | | | REQUIRED TO HAVE THE ARCHITECT OR ENGINEER'S DIGITAL | | | SIGNATURE ON THEM. YOU ALSO HAVE THE OPTION TO SUBMIT | | | THE SIGNED AND SEALED PAPER VERSION OF DRAWINGS. AFTER | | | THE ELECTRONIC PLANS HAVE BEEN APPROVED, YOU CAN SUBMIT | | | THE CORRESPONDING PAPER DRAWINGS AT THE BUILDING | | | DEPARTMENT TO BE VERIFIED. THE ARCHITECT OR ENGINEER'S | | | ORIGINAL HANDWRITTEN SIGNATURE AND SEAL IS REQUIRED TO | | | BE ON THE DRAWINGS. NO PHOTOCOPY OR OTHER FACSIMILES OF | | | THE SIGNATURE ARE ACCEPTABLE. FS 487 & 61G1 OR FS 471 & | | | 61G15 |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2021-09-24 |
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Cont ID |
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| Sent By |
av |
Date |
2021-09-24 |
Time |
10:55 |
Rev Time |
0.00 |
| Received By |
ajones |
Date |
2021-09-24 |
Time |
10:55 |
Sent To |
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| Notes |
| 2021-09-24 10:57:58 | 9/24/21- FAILED. PLEASE PROVIDE A SITE PLAN/SURVEY | | | SHOWING THE SETBACK FOR THE COLUMNS FROM THE PROPERTY | | | LINE. | | | | | | ANGELLA VANN, AICP | | | 561-822-1441 | | | [email protected] |
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