Plan Review Stops For Permit 22081397 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
5 |
Status |
P |
Date |
2022-10-19 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-10-19 |
Time |
13:11 |
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0.00 |
Received By |
rmcphers |
Date |
2022-10-19 |
Time |
13:11 |
Sent To |
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Notes |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
4 |
Status |
F |
Date |
2022-10-13 |
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Cont ID |
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Sent By |
cthroop |
Date |
2022-10-13 |
Time |
14:48 |
Rev Time |
0.00 |
Received By |
cthroop |
Date |
2022-10-11 |
Time |
16:40 |
Sent To |
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Notes |
2022-10-12 08:36:32 | 4TH NFIP PLAN REVIEW | | | | CHRISTOPHER S. THROOP, CBO, BU, BN, PX, CFM | | ASFPM CERTIFIED FLOODPLAIN MANAGER US-21-11935 | | DEVELOPMENT SERVICES DEPARTMENT | | CITY OF WEST PALM BEACH | | (561) 805-6726 | | [email protected] | | | | CODES IN EFFECT: | | 2020 FLORIDA BUILDING CODE, 7TH EDITION W/2017 WEST | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | CHAPTER 1 ADMINISTRATION | | CITY ORDINANCE NO. 4658-16 AND NO. 4729-17 | | FEMA DESK REFERENCE P 758 | | FBC R322 FLOOD-RESISTANT CONSTRUCTION | | FEMA TECH BULLETIN #1 | | | | FINISHED CONSTRUCTION ELEVATION CERTIFICATE | | RESULTS: DENIED | | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT | | | | 1. SECTION A9 (C) STATES "TOTAL NET AREA OF FLOOD | | OPENINGS IS 2000 SQ. IN." | | NOTE: (IF FLOOD VENT MODEL 1540-520 IS 8.25"X16.25", | | THEN EACH VENT CAN ONLY BE 134 SQ. IN.'S FOR A MAX OF | | 1340 SQ. IN.'S.) | | | | NET AREA OF ENGINEERED FLOOD VENTS SHALL BE CALCULATED | | BY A DESIGN PROFESSIONAL PER FEMA TECH. BULLETIN #1, | | PAGE 34, FIGURE 25. | | | | 2. COMMENT IN SECTION D STATES "SMART VENT MODEL | | 1540-520 ARE RATED FOR 200 SQ. IN. PER UNIT". (THIS | | SHOULD STATE 200 SQ. FT. PER UNIT). PLEASE CORRECT. | | | | 3. COMMENT IN SECTION D STATES SECTION C2E: A/C PAD AT | | SOUTHSIDE=8.96. | | EQUIPMENT SERVICING THE BUILDING SHALL BE AT OR ABOVE | | THE DESIGN FLOOD ELEVATION (DFE) OF 9'0"NAVD. PLEASE | | CORRECT. | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | | | | | | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
3 |
Status |
F |
Date |
2022-09-21 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-09-21 |
Time |
13:55 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-09-21 |
Time |
13:55 |
Sent To |
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Notes |
2022-09-21 14:03:54 | ELEVATION CERTIFICATE | | REVIEWED BY ROGER MCPHERSON | | 561-805-6716 | | [email protected] | | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 | | AMENDMENT | | | | PER FEMA ELEVATION INSTRUCTIONS | | | | CORRECTIONS NEEDED - | | | | 1) A9(A) = SHOULD SHOW 1801 SQ. FT. - SEE APPROVED PLAN | | | | 2) A9(B) = SHOULD SHOW 10 - SEE APPROVED PLAN | | | | 3) A9(C) = SHOULD SHOW 2000 SQ. FT - SEE APPROVED PLAN | | | | 4) SECTION "D" - FOR THE GARAGE THE INCORRECT SQUARE | | FOOTAGE AND THE INCORRECT NUMBER OF FLOOD VENTS ARE | | NOTED - SEE APPROVED PLANS. | | | | 5) PHOTOS - PLEASE PROVIDE 2 ADDITIONAL PHOTOS - FOR A | | 2 STORY BUILDING A PHOTO LABELED "RIGHT SIDE VIEW" AND | | A PHOTO LABELED "LEFT SIDE VIEW" ARE REQUIRED. | | | | 6) THE PROVIDED SURVEY SHOWS FLOOD ELEVATION AE 6 - | | SHOULD SHOW AE 6 AND 7. | | | | | | | | | | | | | | | | | | | | | | | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
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Date |
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Cont ID |
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Sent By |
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Date |
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Time |
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Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-09-21 |
Time |
13:40 |
Sent To |
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Notes |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2022-08-31 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-08-31 |
Time |
08:17 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-08-30 |
Time |
09:14 |
Sent To |
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Notes |
2022-08-30 09:46:08 | ELEVATION CERTIFICATE | | REVIEWED BY ROGER MCPHERSON | | 561-805-6716 | | [email protected] | | CODE USED FOR REVIEW - 2020 FBC WITH WPB CHAPTER 1 | | AMENDMENT | | | | PER FEMA ELEVATION INSTRUCTIONS | | | | CORRECTIONS NEEDED - | | | | 1) A9(C) = WHEN THE FLOOD VENTS ARE ENGINEERED OPENINGS | | A STATEMENT IS REQUIRED FROM THE DESIGNER OF RECORD - | | FBC R322.2.2 ENCLOSED AREA BELOW DESIGN FLOOD | | ELEVATION. (2.1) THE TOTAL NET AREA OF NON-ENGINEERED | | OPENINGS SHALL BE NOT LESS THAN 1 SQUARE INCH (645 MM2) | | FOR EACH SQUARE FOOT (0.093 M2) OF ENCLOSED AREA WHERE | | THE ENCLOSED AREA IS MEASURED ON THE EXTERIOR OF THE | | ENCLOSURE WALLS, OR THE OPENINGS SHALL BE DESIGNED AS | | ENGINEERED OPENINGS AND THE CONSTRUCTION DOCUMENTS | | SHALL INCLUDE A STATEMENT BY A REGISTERED DESIGN | | PROFESSIONAL THAT THE DESIGN OF THE OPENINGS WILL | | PROVIDE FOR EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON | | EXTERIOR WALLS BY ALLOWING FOR THE AUTOMATIC ENTRY AND | | EXIT OF FLOODWATERS AS SPECIFIED IN SECTION 2.7.2.2 OF | | ASCE 24. | | | | 2) A9(C) = FOR EACH GARAGE SHOW THE FLOOD VENT SIZE | | CALCULATIONS FOR ENGINEERED OPENINGS SEE SECTION | | 2.7.2.2 OF ASCE 24. 6. THE MINIMUM TOTAL NET AREA OF | | THE REQUIRED OPENINGS IN | | ENCLOSURE WALLS SHALL BE CALCULATED USING THE EQUATION | | - AO=0.033(1/C)(R)(AE) ---- OTHERWISE NON ENGINEERED | | OPENINGS = 1 SQ. INCH FOR EACH SQ. FOOT (SMART VENTS | | ARE ENGINEERED TO GIVE YOU 200 SQ. IN. PER VENT - YOU | | DO NOT HAVE ENOUGH VENTS IN EACH GARAGE TO MEET THE | | REQUIRED SQ. INCHES) | | | | 3) B9 = SHOULD SHOW THE HIGHER OF THE 2 FLOOD | | ELEVATIONS OR BOTH (6 & 7) | | | | 4) B12 = CHECK A BOX (YES OR NO) | | | | 5) C2(D) = ADD AN ELEVATION (MAYBE THE LOWEST OF THE 2) | | | | 6) SECTION "D" = PLEASE CHECK "CHECK HERE IF | | ATTACHMENTS" THE FLOOD VENT CERTIFICATION OR PRODUCT | | APPROVAL WOULD BE AN ATTACHMENT. | | | | 7) PHOTOS = PLEASE ADD DATES TO EACH PHOTO | | | | 8) PHOTOS = THE PHOTO DESCRIPTION SHOULD SAY "FRONT | | VIEW", "REAR VIEW", "LEFT SIDE VIEW" AND "RIGHT SIDE | | VIEW" (PHOTOS SHOULD BE OF THE HOUSE NOT THE SITEWALLS) | | | | 9) PHOTOS = NEED TO SHOW A FLOOD VENT IN SOME OF THE | | PHOTOS. | | | | 10) PLEASE PROVIDE A FINAL SURVEY. | | | | 11) PLEASE PROVIDE THE FLOOD VENT CERTIFICATION - ICC | | EVALUATION REPORT OR MIAMI DADE NOA OR FLORIDA STATE | | PRODUCT APPROVAL |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
4 |
Status |
N |
Date |
2022-10-19 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-10-19 |
Time |
13:14 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-10-17 |
Time |
06:51 |
Sent To |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
3 |
Status |
N |
Date |
2022-10-13 |
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Cont ID |
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Sent By |
cthroop |
Date |
2022-10-13 |
Time |
14:48 |
Rev Time |
0.00 |
Received By |
cthroop |
Date |
2022-10-08 |
Time |
18:54 |
Sent To |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
2 |
Status |
N |
Date |
2022-09-21 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-09-21 |
Time |
14:05 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-09-19 |
Time |
07:18 |
Sent To |
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Notes |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
2022-08-31 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-08-31 |
Time |
08:18 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-08-29 |
Time |
12:00 |
Sent To |
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Notes |
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Review Stop |
NFIP |
NFIP REVIEW ACTIVITY |
Rev No |
4 |
Status |
P |
Date |
2022-10-19 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-10-19 |
Time |
13:11 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-10-19 |
Time |
13:11 |
Sent To |
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Notes |
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Review Stop |
NFIP |
NFIP REVIEW ACTIVITY |
Rev No |
3 |
Status |
F |
Date |
2022-10-13 |
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Cont ID |
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Sent By |
cthroop |
Date |
2022-10-13 |
Time |
14:48 |
Rev Time |
0.00 |
Received By |
cthroop |
Date |
2022-10-11 |
Time |
16:40 |
Sent To |
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Notes |
2022-10-12 08:24:19 | SEE COMMENTS UNDER 4TH BUILDING REVIEW. |
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Review Stop |
NFIP |
NFIP REVIEW ACTIVITY |
Rev No |
2 |
Status |
F |
Date |
2022-09-21 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-09-21 |
Time |
14:04 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-09-21 |
Time |
14:04 |
Sent To |
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Notes |
2022-09-21 14:04:41 | SEE BUILDING PLAN REVIEW |
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Review Stop |
NFIP |
NFIP REVIEW ACTIVITY |
Rev No |
1 |
Status |
F |
Date |
2022-08-31 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-08-31 |
Time |
08:17 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-08-31 |
Time |
08:17 |
Sent To |
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Notes |
2022-08-31 08:18:20 | SEE BUILDING PLAN REVIEW |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
4 |
Status |
P |
Date |
2022-10-19 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-10-19 |
Time |
13:13 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-10-19 |
Time |
13:13 |
Sent To |
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Notes |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
3 |
Status |
P |
Date |
2022-10-12 |
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Cont ID |
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Sent By |
cthroop |
Date |
2022-10-12 |
Time |
08:21 |
Rev Time |
0.00 |
Received By |
cthroop |
Date |
2022-10-11 |
Time |
16:40 |
Sent To |
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Notes |
2022-10-12 08:23:07 | NOTICE: PLAN PAGES A-101A AND A-101B ARE FOR REFERENCE | | ONLY. SEE MASTER PERMIT 20070078 FOR APPROVED PLANS. |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
2 |
Status |
P |
Date |
2022-09-21 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-09-21 |
Time |
14:05 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-09-21 |
Time |
14:05 |
Sent To |
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Notes |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
1 |
Status |
P |
Date |
2022-08-31 |
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Cont ID |
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Sent By |
rmcphers |
Date |
2022-08-31 |
Time |
08:18 |
Rev Time |
0.00 |
Received By |
rmcphers |
Date |
2022-08-31 |
Time |
08:18 |
Sent To |
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Notes |
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