Plan Review Stops For Permit 20070907 |
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BUILDING (STRUCTURAL) |
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5 |
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P |
Date |
2020-10-05 |
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cthroop |
Date |
2020-10-05 |
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07:48 |
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cthroop |
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2020-10-03 |
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07:01 |
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B |
BUILDING (STRUCTURAL) |
Rev No |
4 |
Status |
F |
Date |
2020-09-17 |
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cthroop |
Date |
2020-09-17 |
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13:52 |
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cthroop |
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2020-09-17 |
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13:14 |
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2020-09-17 14:11:23 | PLAN REVIEW / BUILDING | | | | CHRISTOPHER S. THROOP, C.B.O. | | PLANS EXAMINER BUILDING - PX3169 | | PLANS EXAMINER 1&2 FAMILY - SFP306 | | CONSTRUCTION SERVICES DIVISION | | TEL: 561-805-6726 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | CODES IN EFFECT: | | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | CHAPTER 1 ADMINISTRATION | | NEC 2014 | | | | 4TH REVIEW | | | | RESULTS: DENIED | | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT | | | | NOTE: 1 - A PRE-FAB GENERATOR PAD IS BEING PROPOSED: | | | | NOTE: 2 - ENGINEERING FOR THE PRE-FAB GENERATOR PAD HAS | | BEEN PREPARED BY A PROFESSIONAL ENGINEER. A VALID | | SIGNATURE AND SEAL IS REQUIRED. SEE COMMENTS UNDER | | SIGNATURE REVIEW. | | | | 1. THE WEIGHT OF THE PROPOSED 22KW GENERATOR IS 445LBS. | | THE MINIMUM WEIGHT REQUIRED ON THE PAD ENGINEERING IS | | 526LBS. | | | | 2. THE TOTAL WEIGHT ON THE GENERATOR PAD ENGINEERING | | (UNIT + PAD) STATES 460LBS. THE WEIGHT OF THE PROPOSED | | GENERATOR (445LBS), PLUS THE WEIGHT OF THE PAD (240LBS) | | WOULD BE 685LBS. | | PLEASE CLARIFY. | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | | | |
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B |
BUILDING (STRUCTURAL) |
Rev No |
3 |
Status |
F |
Date |
2020-09-09 |
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Sent By |
cthroop |
Date |
2020-09-09 |
Time |
08:43 |
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cthroop |
Date |
2020-09-09 |
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08:01 |
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2020-09-09 08:48:56 | PLAN REVIEW / BUILDING | | | | CHRISTOPHER S. THROOP, C.B.O. | | PLANS EXAMINER BUILDING - PX3169 | | PLANS EXAMINER 1&2 FAMILY - SFP306 | | CONSTRUCTION SERVICES DIVISION | | TEL: 561-805-6726 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | CODES IN EFFECT: | | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | CHAPTER 1 ADMINISTRATION | | NEC 2014 | | | | 3RD REVIEW | | | | RESULTS: DENIED | | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT | | | | PREVIOUS COMMENTS THAT HAVE BEEN ADDRESSED | | SATISFACTORILY ARE MARKED AS CORRECTED. | | PREVIOUS COMMENTS THAT HAVE NOT BEEN ADDRESSED | | SATISFACTORILY MAY HAVE ADDITIONAL COMMENTS IN | | PARENTHESES. ANY NEW COMMENT WILL BE LISTED AFTER | | PREVIOUS COMMENTS. | | | | 2ND REVIEW | | | | SAMANTHA HILL | | BUILDING PLANS EXAMINER | | [email protected] | | 561-805-6724 | | | | FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) | | FBC B = FBC BUILDING | | FBC EB = FBC EXISTING BUILDING | | FBC A = FBC ACCESSIBILITY | | FBC EC = FBC ENERGY CONSERVATION | | FBC R = FBC RESIDENTIAL | | | | 1. FBC R 301, IT APPEARS THAT A PREFAB SLAB IS | | PROPOSED. EITHER: | | | | PROVIDE ENGINEERING FOR THE PREFAB SLAB, OR | | | | PROVIDE A STRUCTURAL DETAIL WITH ALL INFORMATION | | INCLUDING CALCULATIONS TO SHOW HOW THE PROPOSED PREFAB | | SLAB WILL RESIST WIND LOADS, INCLUDING OVERTURNING AND | | SLIDING. THE DETAIL PROVIDED LACKS BASIC INFORMATION | | SUCH AS THICKNESS, DETAIL FOR THE SLAB CONSTRUCTION, | | REINFORCING STEEL, WIND DESIGN CRITERIA, ETC. | | | | (2ND REVIEW COMMENTS HAVE NOT BEEN NOT ADDRESSED) | | | | NEW COMMENT: | | | | 1. PROVIDE SITE SPECIFIC WIND LOADS FOR THE GENERATOR. | | | | FBC 107.3.5.3 ? PROVIDE WIND DESIGN LOADS/DESIGN | | PRESSURES PURSUANT TO FBC-R301.2. | | | | R301.2.1 WIND DESIGN CRITERIA. | | BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN | | ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING | | THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED | | FROM FIGURE R301.2(4). | | | | | | | | | | | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
F |
Date |
2020-08-21 |
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Cont ID |
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Sent By |
shill |
Date |
2020-08-21 |
Time |
16:19 |
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0.00 |
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shill |
Date |
2020-08-21 |
Time |
16:17 |
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Notes |
2020-08-21 16:23:18 | ****CORRECTIONS**** | | | | SAMANTHA HILL | | BUILDING PLANS EXAMINER | | [email protected] | | 561-805-6724 | | | | FBC = FLORIDA BUILDING CODE, 6TH EDITION (2017) | | FBC B = FBC BUILDING | | FBC EB = FBC EXISTING BUILDING | | FBC A = FBC ACCESSIBILITY | | FBC EC = FBC ENERGY CONSERVATION | | FBC R = FBC RESIDENTIAL | | | | 1. FBC R 301, IT APPEARS THAT A PREFAB SLAB IS | | PROPOSED. EITHER: | | | | PROVIDE ENGINEERING FOR THE PREFAB SLAB, OR | | | | PROVIDE A STRUCTURAL DETAIL WITH ALL INFORMATION | | INCLUDING CALCULATIONS TO SHOW HOW THE PROPOSED PREFAB | | SLAB WILL RESIST WIND LOADS, INCLUDING OVERTURNING AND | | SLIDING. THE DETAIL PROVIDED LACKS BASIC INFORMATION | | SUCH AS THICKNESS, DETAIL FOR THE SLAB CONSTRUCTION, | | REINFORCING STEEL, WIND DESIGN CRITERIA, ETC. | | | | |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2020-08-18 |
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Cont ID |
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Sent By |
cthroop |
Date |
2020-08-18 |
Time |
16:41 |
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0.00 |
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cthroop |
Date |
2020-08-18 |
Time |
16:18 |
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Notes |
2020-08-18 16:44:49 | PLAN REVIEW GENERATOR - BUILDING | | | | CHRISTOPHER S. THROOP, C.B.O. | | PLANS EXAMINER BUILDING - PX3169 | | PLANS EXAMINER 1&2 FAMILY - SFP306 | | CONSTRUCTION SERVICES DIVISION | | TEL: 561-805-6726 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | CODES IN EFFECT: | | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | CHAPTER 1 ADMINISTRATION | | | | 1ST REVIEW | | | | RESULTS: DENIED | | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT | | | | 1. GENERATOR SPECIFICATIONS PROVIDED FOR REVIEW ARE | | DATED 2018. PROVIDE CURRENT 2020 GENERATOR SPECS. | | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS | | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH | | 107.2.5. | | | | 2. PROVIDE GENERATOR PAD STRUCTURAL DETAIL. | | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS | | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH | | 107.2.5. | | | | 3. DESIGNER SHALL SIGN GENERATOR PAD STRUCTURAL DETAIL. | | FBC 107.2.1 ALL INFORMATION, DRAWINGS, SPECIFICATIONS | | AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE | | OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO | | SECTION 107.3.5), CHPT. 471, F.S. & 61G15 AND CHPT. | | 481, F.S. & 61G1. | | | | | | |
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Review Stop |
E |
ELECTRICAL |
Rev No |
3 |
Status |
P |
Date |
2020-09-09 |
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Cont ID |
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Sent By |
cthroop |
Date |
2020-09-09 |
Time |
08:42 |
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0.00 |
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cthroop |
Date |
2020-09-09 |
Time |
08:01 |
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Review Stop |
E |
ELECTRICAL |
Rev No |
2 |
Status |
P |
Date |
2020-08-27 |
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Sent By |
cthroop |
Date |
2020-08-27 |
Time |
15:58 |
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0.00 |
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cthroop |
Date |
2020-08-27 |
Time |
15:39 |
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Review Stop |
E |
ELECTRICAL |
Rev No |
1 |
Status |
F |
Date |
2020-08-13 |
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Cont ID |
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Sent By |
jleahy |
Date |
2020-08-13 |
Time |
11:41 |
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0.00 |
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jleahy |
Date |
2020-08-13 |
Time |
11:32 |
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Notes |
2020-08-13 11:50:55 | FLORIDA BUILDING CODE 2017 6TH EDITION | | FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED | | NFPA 70 2014 EDITION | | | | JAKE LEAHY BN, BU, PX | | ELECTRICAL PLANS EXAMINER II | | 561-805-6713 | | [email protected] | | | | 1) NEED TO SHOW LOAD CALCULATION OF WHAT IS GOING ON | | GENERATOR. | | | | 2) LOAD CALC AND RISER DIAGRAM TO BE SIGNED BY | | CONTRACTOR PRINT NAME, SIGN NAME, DATE. |
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I |
INCOMING/PROCESSING |
Rev No |
5 |
Status |
N |
Date |
2020-10-05 |
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Cont ID |
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Sent By |
cthroop |
Date |
2020-10-05 |
Time |
07:48 |
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0.00 |
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cthroop |
Date |
2020-09-18 |
Time |
10:08 |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
4 |
Status |
N |
Date |
2020-09-17 |
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Cont ID |
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Sent By |
cthroop |
Date |
2020-09-17 |
Time |
14:22 |
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0.00 |
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cthroop |
Date |
2020-09-16 |
Time |
12:01 |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
3 |
Status |
N |
Date |
2020-09-15 |
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Cont ID |
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Sent By |
shill |
Date |
2020-09-15 |
Time |
14:55 |
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0.00 |
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shill |
Date |
2020-09-08 |
Time |
10:38 |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
2 |
Status |
N |
Date |
2020-09-04 |
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Sent By |
lmarchan |
Date |
2020-09-04 |
Time |
15:03 |
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0.00 |
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lmarchan |
Date |
2020-08-20 |
Time |
14:24 |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
2020-08-18 |
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Cont ID |
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Sent By |
cthroop |
Date |
2020-08-18 |
Time |
16:44 |
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0.00 |
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cthroop |
Date |
2020-07-23 |
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09:40 |
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SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
5 |
Status |
P |
Date |
2020-10-05 |
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Cont ID |
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Sent By |
cthroop |
Date |
2020-10-05 |
Time |
07:47 |
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0.00 |
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cthroop |
Date |
2020-10-03 |
Time |
07:01 |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
4 |
Status |
F |
Date |
2020-09-17 |
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Cont ID |
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Sent By |
cthroop |
Date |
2020-09-17 |
Time |
14:11 |
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0.00 |
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cthroop |
Date |
2020-09-17 |
Time |
13:14 |
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2020-09-17 14:13:50 | PLAN REVIEW / SIGNATURES | | | | CHRISTOPHER S. THROOP, C.B.O. | | PLANS EXAMINER BUILDING - PX3169 | | PLANS EXAMINER 1&2 FAMILY - SFP306 | | CONSTRUCTION SERVICES DIVISION | | TEL: 561-805-6726 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | CODES IN EFFECT: | | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | CHAPTER 1 ADMINISTRATION | | | | 4TH REVIEW | | | | RESULTS: DENIED | | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT | | | | RE: GENERATOR PAD ENGINEERING: | | | | DOCUMENTS PREPARED BY AN ARCHITECT OR ENGINEER AND | | SUBMITTED FOR PUBLIC RECORD ARE TO BE SIGNED, SEALED, | | DATED ORIGINALS. | | | | EITHER UPLOAD A DIGITALLY SIGNED DOCUMENT OR DROP OFF | | (OR MAIL) ONE PAPER ORIGINAL WITH A WET SEAL AND | | SIGNATURE TO: | | | | BUILDING DIVISION, FIRST FLOOR | | CITY OF WEST PALM BEACH | | 401 CLEMATIS ST | | WEST PALM BEACH, FL 33401 | | | | |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
3 |
Status |
F |
Date |
2020-09-09 |
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Cont ID |
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Sent By |
cthroop |
Date |
2020-09-09 |
Time |
08:50 |
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0.00 |
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cthroop |
Date |
2020-09-09 |
Time |
08:01 |
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2020-09-09 08:54:01 | PLAN REVIEW / BUILDING | | | | CHRISTOPHER S. THROOP, C.B.O. | | PLANS EXAMINER BUILDING - PX3169 | | PLANS EXAMINER 1&2 FAMILY - SFP306 | | CONSTRUCTION SERVICES DIVISION | | TEL: 561-805-6726 | | FAX: 561-805-6676 | | E-MAIL: [email protected] | | | | CODES IN EFFECT: | | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | CHAPTER 1 ADMINISTRATION | | NEC 2014 | | | | 3RD REVIEW | | | | RESULTS: DENIED | | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT | | | | 1. ENGINEERING FOR PRE-FAB SLAB AND SITE SPECIFIC WIND | | LOADS HAVE NOT BEEN SUBMITTED FOR REVIEW. A REVIEW OF | | THE CONTRACTORS SIGNATURE OR DESIGN PROFESSIONALS | | DIGITAL SIGNATURE FOR THESE DOCUMENTS IS REQUIRED. | | | | |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
2 |
Status |
F |
Date |
2020-08-21 |
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Cont ID |
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Sent By |
shill |
Date |
2020-08-21 |
Time |
16:23 |
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0.00 |
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shill |
Date |
2020-08-21 |
Time |
16:18 |
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2020-08-21 16:24:34 | THIS REVIEW CANNOT BE PASSED UNTIL IT IS DETERMINED IF | | ENGINEERING WILL BE SUBMITTED. IF ENGINEERING IS | | SUBMITTED THE FOLLOWING IS APPLICABLE: | | | | ****CORRECTIONS**** | | | | SAMANTHA HILL | | BUILDING PLANS EXAMINER | | [email protected] | | 561-805-6724 | | | | DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED FOR | | PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED | | ORIGINALS. A SCAN OF A WET SIGNATURE IS NOT CONSIDERED | | A DIGITAL SIGNATURE. | | | | EITHER UPLOAD A DIGITALLY SIGNED DOCUMENT OR DROP OFF | | (OR MAIL) ONE PAPER ORIGINAL: | | | | BUILDING DIVISION, FIRST FLOOR | | CITY OF WEST PALM BEACH | | 401 CLEMATIS ST | | WEST PALM BEACH, FL 33401 | | | | |
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Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
Rev No |
1 |
Status |
F |
Date |
2020-08-13 |
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Cont ID |
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Sent By |
jleahy |
Date |
2020-08-13 |
Time |
11:54 |
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0.00 |
Received By |
jleahy |
Date |
2020-08-13 |
Time |
11:51 |
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Notes |
2020-08-13 11:53:07 | FLORIDA BUILDING CODE 2017 6TH EDITION | | FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 6TH ED | | NFPA 70 2014 EDITION | | | | JAKE LEAHY BN, BU, PX | | ELECTRICAL PLANS EXAMINER II | | 561-805-6713 | | [email protected] | | | | PLAN IS REQUIRED TO BE SIGNED AND SEALED BY A DESIGN | | PROFESSIONAL OR THE ELECTRICAL CONTRACTOR QUALIFIER. FS | | 471.003(2)(H); 471.025; FBC 107.2.1 | | | | |
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Z |
ZONING |
Rev No |
3 |
Status |
P |
Date |
2020-09-15 |
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Cont ID |
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Sent By |
rthermid |
Date |
2020-09-15 |
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0.00 |
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rthermid |
Date |
2020-09-15 |
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Review Stop |
Z |
ZONING |
Rev No |
2 |
Status |
P |
Date |
2020-09-04 |
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Cont ID |
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Sent By |
rthermid |
Date |
2020-09-04 |
Time |
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0.00 |
Received By |
rthermid |
Date |
2020-09-04 |
Time |
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Review Stop |
Z |
ZONING |
Rev No |
1 |
Status |
F |
Date |
2020-07-31 |
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Sent By |
rthermid |
Date |
2020-07-31 |
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rthermid |
Date |
2020-07-31 |
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2020-07-31 10:53:25 | ZONING PLAN REVIEW | | ________________________________________ | | | | DATE OF REVIEW: 7/31/2020 | | ________________________________________ | | | | REVIEW STATUS: FAILED | | ________________________________________ | | | | PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN | | REVIEW COMMENTS: | | | | 1. THERE IS NO SETBACK INFORMATION ON THE PLANS. | | INDICATE SETBACK DIMENSIONS FROM THE PROPOSED GENERATOR | | EQUIPMENT TO ALL PROPERTY LINES. PURSUANT THE CITY OF | | WEST PALM BEACH ZONING AND LAND DEVELOPMENT REGULATIONS | | (ZLDR), SECTION 94-305(B)(4): MECHANICAL EQUIPMENT MAY | | NOT PROJECT MORE THAN 4 FEET INTO A REQUIRED SETBACK. | | ________________________________________ | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | | | IF THE RESUBMITTAL IS NOT PREPARED BY A DESIGN | | PROFESSIONAL (ARCHITECT OR ENGINEER), AND THE PAGES ARE | | 11X17 OR SMALLER, YOU MAY RESUBMIT, ALONG WITH A | | COMPLETED RESUBMITTAL FORM, VIA EMAIL TO | | [email protected]. THE EMAIL SHOULD INCLUDE THE PERMIT | | NUMBER AND "RESUBMITTAL" IN THE SUBJECT LINE. THE | | RESUBMITTAL FORM CAN BE FOUND AT THIS WEBSITE: | | | | HTTP://WPB.ORG/DEPARTMENTS/DEVELOPMENT-SERVICES/FORMS/B | | UILDING-PERMIT-FORMS | | | | IF THE FORM IS TEMPORARILY UNAVAILABLE, PLEASE REQUEST | | THAT IT BE SENT TO YOU BY EMAILING [email protected] | | ________________________________________ | | | | QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING: | | | | RAFAELA THERMIDOR, ASSOCIATE PLANNER | | CITY OF WEST PALM BEACH | | DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION | | 401 CLEMATIS STREET - P.O. BOX 3147 | | WEST PALM BEACH, FLORIDA 33402 | | | | TTY: 800.955.8771 | | E: [email protected] | | W: WPB.ORG |
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