| Plan Review Stops For Permit 20031300 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
5 |
Status |
P |
Date |
2020-06-01 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-01 |
Time |
12:38 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-01 |
Time |
12:38 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
F |
Date |
2020-04-30 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-30 |
Time |
10:18 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-30 |
Time |
10:18 |
Sent To |
|
|
| Notes |
| 2020-04-30 10:20:15 | PLAN | | | REVIEW COMMENTS | | | 4TH 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) SEE THE TWO (2) PREVIOUS REVIEWS.NONE OF THE | | | COMMENTS HAVE BEEN CORRECTED. PLEASE READ THE COMMENTS | | | AND PROVIDE CORRECTIONS. | | | | | | 2) SUBMIT A RESPONSE LETTER SIGNED BY THE LICENSED | | | CONTRACTOR STATING HOW EACH OF THE REVIEW COMMENTS HAS | | | BEEN ADDRESSED. | | | | | | 3) PLEASE CROSS OUT AND VOID ALL OF THE OLD SUBMITTAL | | | DOCUMENTS THAT HAVE BEEN REVIEWED AND FAILED. | | | | | | | | | |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2020-04-27 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-27 |
Time |
14:32 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-27 |
Time |
14:32 |
Sent To |
|
|
| Notes |
| 2020-04-27 14:36:45 | PLAN | | | REVIEW COMMENTS | | | | | | 3RD 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) SEE THE TWO (2) PREVIOUS REVIEWS.NONE OF THE | | | COMMENTS HAVE BEEN CORRECTED. PLEASE READ THE COMMENTS | | | AND PROVIDE CORRECTIONS. | | | | | | 2) SUBMIT A RESPONSE LETTER SIGNED BY THE LICENSED | | | CONTRACTOR STATING HOW EACH OF THE REVIEW COMMENTS HAS | | | BEEN ADDRESSED. | | | | | | 3) PLEASE CROSS OUT AND VOID ALL OF THE OLD SUBMITTAL | | | DOCUMENTS THAT HAVE BEEN REVIEWED AND FAILED. |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2020-04-15 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-15 |
Time |
15:49 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-15 |
Time |
15:35 |
Sent To |
|
|
| Notes |
| 2020-04-15 15:49:45 | PLAN | | | REVIEW COMMENTS | | | | | | 2ND REVIEW: FBC SIXTH EDITION (2017) | | | ROBERT MCDOUGAL, CBO | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561) 805-6714 | | | [email protected] | | | | | | PREVIOUS COMMENTS WERE NOT ADDRESSED | | | | | | DENIED BY BUILDING | | | PLEASE ADDRESS THE ITEMS NOTED BELOW: | | | | | | 1) IF SUBMITTING PAPER DOCUMENTS, THEN SUBMIT A WIND | | | LOAD CHART WITH THE ENGINEER'S ORIGNAL SEAL AND | | | SIGNATURE. IF SUBMITTING ELECTRONICALLY THE ENGINEER'S | | | DIGITAL SIGNATURE IS REQUIRED. FAC 61G15-23.003 | | | | | | 2) SUBMIT A DRAWING THAT SHOWS THE LOCATION OF THIS | | | UNIT IN THE BUILDING. IS IT AN END UNIT,ETC? IT IS | | | NUMBERED 201, IS IT ON THE SECOND FLOOR? ARE ANY OF THE | | | OPENINGS LOCATED IN THE CORNERS (ZONE 5) ? FBC 107.2.1 | | | | | | 3) THIS IS A FOUR STORY BUILDING AND THE PRESSURES | | | INDICATED ARE FOR A BUILDING HEIGHT OF 15 FEET. YOU | | | NEED TO USE THE PRESSURES FOR A FOUR STORY BUILDING. | | | FBC CHAPTER 16 | | | | | | 4) I DON'T KNOW WHAT THE SHUTTER GLASS SEPARATION THAT | | | YOU FILLED IN ON THE SHUTTER SCHEDULE OF 21/8 AND 27/8 | | | MEANS. THE PRODUCT APPROVAL HAS 3" GLASS SEPARATION. | | | FBC 107.2.1 | | | | | | 5) THE SUBSTRATE COLUMN WAS LEFT BLANK ON THE SHUTTER | | | SCHEDULE. THIS IS NEEDED TO DETERMINE THE ANCHOR TYPE | | | TO USE IN THE ANCHOR SPACING TABLES ON PAGES 13 AND 14 | | | OF THE PRODUCT APPROVAL. FBC 107.2.1 | | | | | | 6) ON THE SHUTTER SCHEDULE UNDER SHUTTER MOUNTING 3A IS | | | LISTED. THERE IS NO MOUNT TYPE 3A IN THE ANCHOR SPACING | | | TABLES. INDICATE THE MOUNT TYPE THAT CORRESPONDS WITH | | | THE ANCHOR SPACING TABLES IN THE PRODUCT APPROVAL ON | | | THE SHUTTER SCHEDULE. | | | | | | 7) CIRCLE THE ITEMS IN THE ANCHOR SPACING TABLES THAT | | | ARE APPLICABLE TO YOUR PROJECT. FBC 107.2.1 | | | | | | NOTE: THE ANCHOR SPACING TABLE IS LOCATED ON SHEET 12 | | | OF THE PRODUCT APPROVAL. IN ORDER TO DETERMINE THE | | | SPACING YOU WILL USE 50 IN THE PD COLUMN. THE MOUNT | | | TYPE IS THE SECTION LETTER ON THE DIAGRAMS IN THE | | | PRODUCT APPROVAL, NOT THE TRACK TYPE. THE ANCHOR TYPES | | | ARE LISTED IN THE ANCHOR SCHEDULE ON SHEET 12 AND ARE | | | DETERMINED BY THE ANCHOR AND THE MATERIAL (SUBSTRATE) | | | THAT THE TRACKS WILL BE ATTACHED TO. | | | | | | | | | |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2020-04-10 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-10 |
Time |
09:28 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-10 |
Time |
09:28 |
Sent To |
|
|
| Notes |
| 2020-04-10 10:42:40 | 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) IF SUBMITTING PAPER DOCUMENTS, THEN SUBMIT A WIND | | | LOAD CHART WITH THE ENGINEER'S ORIGNAL SEAL AND | | | SIGNATURE. IF SUBMITTING ELECTRONICALLY THE ENGINEER'S | | | DIGITAL SIGNATURE IS REQUIRED. FAC 61G15-23.003 | | | | | | 2) SUBMIT A DRAWING THAT SHOWS THE LOCATION OF THIS | | | UNIT IN THE BUILDING. IS IT AN END UNIT,ETC? IT IS | | | NUMBERED 201, IS IT ON THE SECOND FLOOR? ARE ANY OF THE | | | OPENINGS LOCATED IN THE CORNERS (ZONE 5) ? FBC 107.2.1 | | | | | | 3) THIS IS A FOUR STORY BUILDING AND THE PRESSURES | | | INDICATED ARE FOR A BUILDING HEIGHT OF 15 FEET. YOU | | | NEED TO USE THE PRESSURES FOR A FOUR STORY BUILDING. | | | FBC CHAPTER 16 | | | | | | 4) I DON'T KNOW WHAT THE SHUTTER GLASS SEPARATION THAT | | | YOU FILLED IN ON THE SHUTTER SCHEDULE OF 21/8 AND 27/8 | | | MEANS. THE PRODUCT APPROVAL HAS 3" GLASS SEPARATION. | | | FBC 107.2.1 | | | | | | 5) THE SUBSTRATE COLUMN WAS LEFT BLANK ON THE SHUTTER | | | SCHEDULE. THIS IS NEEDED TO DETERMINE THE ANCHOR TYPE | | | TO USE IN THE ANCHOR SPACING TABLES ON PAGES 13 AND 14 | | | OF THE PRODUCT APPROVAL. FBC 107.2.1 | | | | | | 6) ON THE SHUTTER SCHEDULE UNDER SHUTTER MOUNTING 3A IS | | | LISTED. THERE IS NO MOUNT TYPE 3A IN THE ANCHOR SPACING | | | TABLES. INDICATE THE MOUNT TYPE THAT CORRESPONDS WITH | | | THE ANCHOR SPACING TABLES IN THE PRODUCT APPROVAL ON | | | THE SHUTTER SCHEDULE. | | | | | | 7) CIRCLE THE ITEMS IN THE ANCHOR SPACING TABLES THAT | | | ARE APPLICABLE TO YOUR PROJECT. FBC 107.2.1 | | | | | | | | | | | | |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2020-06-01 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-01 |
Time |
12:39 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-05-29 |
Time |
08:33 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2020-04-30 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-30 |
Time |
10:18 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-27 |
Time |
16:06 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2020-04-27 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-27 |
Time |
14:36 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-24 |
Time |
13:23 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2020-04-15 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-15 |
Time |
15:50 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-14 |
Time |
13:06 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2020-04-10 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-10 |
Time |
11:21 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-08 |
Time |
13:55 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
5 |
Status |
P |
Date |
2020-06-01 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-06-01 |
Time |
12:39 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-06-01 |
Time |
12:39 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
4 |
Status |
F |
Date |
2020-04-30 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-30 |
Time |
10:18 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-30 |
Time |
10:18 |
Sent To |
|
|
| Notes |
| 2020-04-30 10:19:38 | WIND PRESSURE CALULATIONS ARE REQUIRED TO BE SIGNED AND | | | SEALED BY THE ENGINEER. ELECTRONICALLY SUBMITTED PLANS | | | ARE REQUIRED TO BE DIGITALLY SIGNED BY THE ENGINEER. | | | CITY AMENDMENTS 107.1 |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
3 |
Status |
F |
Date |
2020-04-27 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-27 |
Time |
14:33 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-27 |
Time |
14:33 |
Sent To |
|
|
| Notes |
| 2020-04-27 14:34:13 | WIND PRESSURE CALULATIONS ARE REQUIRED TO BE SIGNED AND | | | SEALED BY THE ENGINEER. |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
F |
Date |
2020-04-15 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-15 |
Time |
15:50 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-15 |
Time |
15:50 |
Sent To |
|
|
| Notes |
| 2020-04-27 14:33:50 | WIND PRESSURE CALULATIONS ARE REQUIRED TO BE SIGNED AND | | | SEALED BY THE ENGINEER. |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2020-04-10 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2020-04-10 |
Time |
09:28 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2020-04-10 |
Time |
09:28 |
Sent To |
|
|
| Notes |
| 2020-04-10 11:23:06 | WIND PRESSURE CALULATIONS ARE REQUIRED TO BE SIGNED AND | | | SEALED BY THE ENGINEER. |
|
|
