| Plan Review Stops For Permit 20060023 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
6 |
Status |
P |
Date |
2020-07-23 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2020-07-23 |
Time |
11:52 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-07-23 |
Time |
11:52 |
Sent To |
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|
| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
5 |
Status |
F |
Date |
2020-06-22 |
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|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-22 |
Time |
12:04 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-22 |
Time |
12:04 |
Sent To |
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|
| Notes |
| 2020-06-22 12:21:08 | PLAN | | | REVIEW COMMENTS | | | 5TH REVIEW: FBC SIXTH EDITION (2017) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING - PREVIOUS COMMENTS WERE NOT | | | ADDRESSED | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) (REPEAT COMMENT. THE WINDLOAD CALCULATIONS ARE NOT | | | DIGITALLY SIGNED.) SUBMIT REQUIRED COMPONENT AND | | | CLADDING DESIGN PRESSURES FOR THE OPENINGS THAT HAVE | | | BEEN PREPARED BY A FLORIDA LICENSED ENGINEER. THE | | | DOCUMENTS ARE REQUIRED TO BE DIGITALLY SIGNED BY THE | | | ENGINEER IF SUBMITTED ELECTRONICALLY AND THE ENGINEER'S | | | ORIGINAL HANDWRITTEN SIGNATURE IF PAPER DOCUMENTS ARE | | | SUBMITTED. FS 471 & FAC 61G15 THESE DOCUMENTS ARE | | | SUBMITTED ELECTRONICALLY, THEREFORE, THE ENGINEER IS | | | REQUIRED TO DIGITALLY SIGN THE DESIGN PRESSURE CHART. | | | | | | 2) THE DESIGN PRESSURE CAPACITY FOR THE MULLION THAT IS | | | SPECIFIED ON SHEET 5 OF 25 OF THE PRODUCT APPROVAL IS | | | 35.3 PSF. THIS IS TOO LOW. PLEASE REVISE. FBC 107 | | | ( NEW NOTE: SEE PAGES 28 AND 29 OF THE MULLION PRODUCT | | | APPROVAL. THIS IS RECTANGULAR LOADING. THE MULL LENGTH | | | IS 62 INCHES. THE OPENING WIDTH IS 36 INCHES + 36 | | | INCHES + THE MULL WIDTH = 72 + MULL WIDTH. IF THE EXACT | | | SIZES ARE NOT LISTED IN THE CHART USE THE NEXT HIGHEST. | | | THE MULL THAT IS USED IS REQUIRED TO HAVE DESIGN | | | PRESSURES THAT ARE HIGHER THAN THE PRESSURES REQUIRED | | | FOR THE OPENING. IF THE REQUIRED OPENING PRESSURES ARE | | | +65.9 PSF, -120.8 PSF THEN THE MULLION DESIGN PRESSURES | | | ARE REQUIRED TO BE GREATER THAN THAT.) | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
F |
Date |
2020-06-19 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-19 |
Time |
08:29 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-19 |
Time |
08:29 |
Sent To |
|
|
| Notes |
| 2020-06-19 08:45:43 | PLAN | | | REVIEW COMMENTS | | | 4TH REVIEW: FBC SIXTH EDITION (2017) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING - PREVIOUS COMMENTS WERE NOT | | | ADDRESSED | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) (REPEAT COMMENT. THE WINDLOAD CALCULATIONS ARE NOT | | | DIGITALLY SIGNED.) SUBMIT REQUIRED COMPONENT AND | | | CLADDING DESIGN PRESSURES FOR THE OPENINGS THAT HAVE | | | BEEN PREPARED BY A FLORIDA LICENSED ENGINEER. THE | | | DOCUMENTS ARE REQUIRED TO BE DIGITALLY SIGNED BY THE | | | ENGINEER IF SUBMITTED ELECTRONICALLY AND THE ENGINEER'S | | | ORIGINAL HANDWRITTEN SIGNATURE IF PAPER DOCUMENTS ARE | | | SUBMITTED. FS 471 & FAC 61G15 THESE DOCUMENTS ARE | | | SUBMITTED ELECTRONICALLY, THEREFORE, THE ENGINEER IS | | | REQUIRED TO DIGITALLY SIGN THE DESIGN PRESSURE CHART. | | | | | | 2) THE DESIGN PRESSURE CAPACITY FOR THE MULLION THAT IS | | | SPECIFIED ON SHEET 5 OF 25 OF THE PRODUCT APPROVAL IS | | | 35.3 PSF. THIS IS TOO LOW. PLEASE REVISE. FBC 107 | | | ( NEW NOTE: SEE PAGES 28 AND 29 OF THE MULLION PRODUCT | | | APPROVAL. THIS IS RECTANGULAR LOADING. THE MULL LENGTH | | | IS 62 INCHES. THE OPENING WIDTH IS 36 INCHES + 36 | | | INCHES + THE MULL WIDTH = 72 + MULL WIDTH. IF THE EXACT | | | SIZES ARE NOT LISTED IN THE CHART USE THE NEXT HIGHEST. | | | THE MULL THAT IS USED IS REQUIRED TO HAVE DESIGN | | | PRESSURES THAT ARE HIGHER THAN THE PRESSURES REQUIRED | | | FOR THE OPENING. IF THE REQUIRED OPENING PRESSURES ARE | | | +65.9 PSF, -120.8 PSF THEN THE MULLION DESIGN PRESSURES | | | ARE REQUIRED TO BE GREATER THAN THAT.) | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2020-06-08 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-08 |
Time |
09:14 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-08 |
Time |
08:56 |
Sent To |
|
|
| Notes |
| 2020-06-08 09:14:19 | PLAN | | | REVIEW COMMENTS | | | 3RD REVIEW: FBC SIXTH EDITION (2017) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING - PREVIOUS COMMENTS WERE NOT | | | ADDRESSED | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) SUBMIT REQUIRED COMPONENT AND CLADDING DESIGN | | | PRESSURES FOR THE OPENINGS THAT HAVE BEEN PREPARED BY A | | | FLORIDA LICENSED ENGINEER. THE DOCUMENTS ARE REQUIRED | | | TO BE DIGITALLY SIGNED BY THE ENGINEER IF SUBMITTED | | | ELECTRONICALLY AND THE ENGINEER'S ORIGINAL HANDWRITTEN | | | SIGNATURE IF PAPER DOCUMENTS ARE SUBMITTED. FS 471 & | | | FAC 61G15 THESE DOCUMENTS ARE SUBMITTED ELECTRONICALLY, | | | THEREFORE, THE ENGINEER IS REQUIRED TO DIGITALLY SIGN | | | THE DESIGN PRESSURE CHART. | | | | | | 2) THE DESIGN PRESSURE CAPACITY FOR THE MULLION THAT IS | | | SPECIFIED ON SHEET 5 OF 25 OF THE PRODUCT APPROVAL IS | | | 35.3 PSF. THIS IS TOO LOW. PLEASE REVISE. FBC 107 | | | | | | 3) SUBMIT A RESPONSE LETTER SPECIFYING HOW EACH OF THE | | | REVIEW COMMENTS HAS BEEN ADDRESSED. |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2020-06-04 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-04 |
Time |
07:55 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-04 |
Time |
07:55 |
Sent To |
|
|
| Notes |
| 2020-06-04 07:55:05 | PLAN | | | REVIEW COMMENTS | | | 2ND REVIEW: FBC SIXTH EDITION (2017) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | DENIED BY BUILDING - PREVIOUS COMMENTS WERE NOT | | | ADDRESSED | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) SUBMIT REQUIRED COMPONENT AND CLADDING DESIGN | | | PRESSURES FOR THE OPENINGS THAT HAVE BEEN PREPARED BY A | | | FLORIDA LICENSED ENGINEER. THE DOCUMENTS ARE REQUIRED | | | TO BE DIGITALLY SIGNED BY THE ENGINEER IF SUBMITTED | | | ELECTRONICALLY AND THE ENGINEER'S ORIGINAL HANDWRITTEN | | | SIGNATURE IF PAPER DOCUMENTS ARE SUBMITTED. FS 471 & | | | FAC 61G15 | | | | | | 2) THE DESIGN PRESSURE CAPACITY FOR THE MULLION THAT IS | | | SPECIFIED ON SHEET 5 OF 25 OF THE PRODUCT APPROVAL IS | | | 35.3 PSF. THIS IS TOO LOW. PLEASE REVISE. FBC 107 |
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|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2020-06-02 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-02 |
Time |
11:35 |
Rev Time |
|
| Received By |
rmcdouga |
Date |
2020-06-02 |
Time |
|
Sent To |
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|
| Notes |
| 2020-06-02 11:35:11 | 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) SUBMIT REQUIRED COMPONENT AND CLADDING DESIGN | | | PRESSURES FOR THE OPENINGS THAT HAVE BEEN PREPARED BY A | | | FLORIDA LICENSED ENGINEER. THE DOCUMENTS ARE REQUIRED | | | TO BE DIGITALLY SIGNED BY THE ENGINEER IF SUBMITTED | | | ELECTRONICALLY AND THE ENGINEER'S ORIGINAL HANDWRITTEN | | | SIGNATURE IF PAPER DOCUMENTS ARE SUBMITTED. FS 471 & | | | FAC 61G15 | | | | | | 2) THE DESIGN PRESSURE CAPACITY FOR THE MULLION THAT IS | | | SPECIFIED ON SHEET 5 OF 25 OF THE PRODUCT APPROVAL IS | | | 35.3 PSF. THIS IS TOO LOW. PLEASE REVISE. FBC 107 |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
6 |
Status |
N |
Date |
2020-07-23 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-07-23 |
Time |
11:53 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-07-15 |
Time |
15:20 |
Sent To |
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|
| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2020-06-22 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-22 |
Time |
12:56 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-19 |
Time |
16:10 |
Sent To |
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| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2020-06-19 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-19 |
Time |
08:47 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-16 |
Time |
11:58 |
Sent To |
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| Notes |
|
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2020-06-08 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-08 |
Time |
09:14 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-04 |
Time |
13:34 |
Sent To |
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| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2020-06-04 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-04 |
Time |
07:56 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-02 |
Time |
14:40 |
Sent To |
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| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2020-06-02 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-02 |
Time |
11:35 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-01 |
Time |
16:27 |
Sent To |
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| Notes |
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
6 |
Status |
P |
Date |
2020-07-23 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-07-23 |
Time |
11:53 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-07-23 |
Time |
11:53 |
Sent To |
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| Notes |
|
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| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
5 |
Status |
F |
Date |
2020-06-22 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-22 |
Time |
12:04 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-22 |
Time |
12:04 |
Sent To |
|
|
| Notes |
| 2020-06-22 12:55:59 | THE ELECTRONICALLY SUBMITTED WINDLOAD CHART FROM THE | | | ENGINEER IS NOT DIGITALLY SIGNED. FS471 & FAC61G15 |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
4 |
Status |
F |
Date |
2020-06-19 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-19 |
Time |
08:46 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-19 |
Time |
08:46 |
Sent To |
|
|
| Notes |
| 2020-06-19 08:47:25 | THE ELECTRONICALLY SUBMITTED WINDLOAD CHART FROM THE | | | ENGINEER IS NOT DIGITALLY SIGNED. FS471 & FAC61G15 |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
3 |
Status |
F |
Date |
2020-06-08 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-08 |
Time |
09:08 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-08 |
Time |
09:08 |
Sent To |
|
|
| Notes |
| 2020-06-08 09:09:27 | SIGNED AND SEALED WINDLOAD CALCULATIONS ARE REQUIRED | | | FOR THIS HIGH RISE IN EXPOSURE D. THE DOCUMENTS ARE | | | REQUIRED TO BE DIGITALLY SIGNED BY THE ENGINEER IF | | | SUBMITTED ELECTRONICALLY AND THE ENGINEER'S ORIGINAL | | | HANDWRITTEN SIGNATURE IS REQUIRED IF PAPER DOCUMENTS | | | ARE SUBMITTED. FS 471 & FAC 61G15 | | | |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
F |
Date |
2020-06-04 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-04 |
Time |
07:55 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-04 |
Time |
07:55 |
Sent To |
|
|
| Notes |
| 2020-06-04 07:55:35 | SIGNED AND SEALED WINDLOAD CALCULATIONS ARE REQUIRED | | | FOR THIS HIGH RISE IN EXPOSURE D. THE DOCUMENTS ARE | | | REQUIRED TO BE DIGITALLY SIGNED BY THE ENGINEER IF | | | SUBMITTED ELECTRONICALLY AND THE ENGINEER'S ORIGINAL | | | HANDWRITTEN SIGNATURE IS REQUIRED IF PAPER DOCUMENTS | | | ARE SUBMITTED. FS 471 & FAC 61G15 | | | |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2020-06-02 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-02 |
Time |
11:35 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-02 |
Time |
11:35 |
Sent To |
|
|
| Notes |
| 2020-06-02 11:36:49 | SIGNED AND SEALED WINDLOAD CALCULATIONS ARE REQUIRED | | | FOR THIS HIGH RISE IN EXPOSURE D. THE DOCUMENTS ARE | | | REQUIRED TO BE DIGITALLY SIGNED BY THE ENGINEER IF | | | SUBMITTED ELECTRONICALLY AND THE ENGINEER'S ORIGINAL | | | HANDWRITTEN SIGNATURE IS REQUIRED IF PAPER DOCUMENTS | | | ARE SUBMITTED. FS 471 & FAC 61G15 | | | |
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