| Plan Review Stops For Permit 14110345 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
P |
Date |
2015-04-21 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2015-04-21 |
Time |
12:41 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2015-04-21 |
Time |
12:01 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2015-02-26 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2015-02-26 |
Time |
12:29 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2015-02-26 |
Time |
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Sent To |
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| Notes |
| 2015-02-26 12:11:22 | BUILDING PLAN REVIEW | | | PERMIT: 14110345 | | | ADD: 550 S ROSEMARY AVE SUITE # 158 | | | CONT: CONSTRUCTION TECHNOLOGIES | | | TEL: (954)598-0810 | | | E-MAIL: [email protected] | | | | | | 2010 FLORIDA BUILDING CODE W | | | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA | | | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION | | | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. | | | | | | 2010 EXISTING BUILDING CODE LEVEL II 701.3 | | | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, | | | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS | | | OF THE FLORIDA BUILDING CODE, BUILDING. | | | | | | IMPORTANT NOTICE: EFFECTIVE MAY 11, 2015 | | | ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED | | | ELECTRONICALLY | | | UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS | | | SUBMISSION OPTIONS ARE AS FOLLOWS: | | | 1 UPLOAD VIA THE PROJECT DOX PORTAL WITH DIGITAL | | | SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE | | | THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT | | | 2 INCLUDE ON A CD IF DESIGN PROFESSIONAL DIGITAL | | | SIGNATURES ARE PROVIDED AS REQUIRED; USE THE REQUIRED | | | NAMING CONVENTION FOR EACH DOCUMENT | | | 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER | | | DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE | | | REQUIRED NAMING CONVENTION FOR EACH DOCUMENT | | | 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT | | | TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS | | | ADDITIONAL INFORMATION WILL BE PROVIDED WHEN IT BECOMES | | | AVAILABLE | | | | | | 2ND REVIEW | | | DATE: THURS. FEB. 26/ 2010 | | | ACTION: DENIED | | | | | | 1) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION | | | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS | | | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL | | | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE | | | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION | | | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO | | | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED | | | COOPERATION. | | | 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING | | | CODE, CHAPTER 1, ADMINISTRATION, 107.2.1.4 QUALITY OF | | | BUILDING PLANS.THE BUILDING OFFICIAL MAY ESTABLISH | | | THROUGH DEPARTMENTAL POLICY, OTHER STANDARDS FOR PLANS | | | AND SPECIFICATIONS, IN ORDER TO PROVIDE CONFORMITY TO | | | ITS RECORD RETENTION PROGRAM. THIS POLICY MAY INCLUDE | | | SUCH THINGS AS MINIMUM SIZE, SHAPE, CONTRAST, CLARITY, | | | OR OTHER ITEMS RELATED TO RECORDS MANAGEMENT. | | | | | | 2) THE NEW SHEETS BEING ADDED TO THE SET HAVE NOT BEEN | | | REVIEWED AND STAMPED BY CITY PLACE MANAGEMENT TEAM FOR | | | APPROVAL. | | | | | | 3) SHEET A2.2 RESTROOM DETAILS SHOW THE GRAB RAILS | | | DIMENSIONED 36 INCHES TO THE CENTERLINE FOR HEIGHT | | | REQUIREMENTS. THIS WAS A CHANGE IN THE 2010 FL | | | ACCESSIBILITY CODE, NORMALLY RED LINED BUT PLEASE | | | UPDATE TO THE 2010 FL ACCESS. CODE SECTION 609.4 33- 36 | | | INCHES MEASURED TO THE TOP OF THE GRIPPING SURFACE. | | | | | | 4) SHEET A4.0 REVISION # 1 INDICATES A RC5, NOT FOUND | | | ON THE INTERIOR SECTION ELEVATION NOTES. 2010 WEST PALM | | | BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER | | | 1, ADMINISTRATION 107.2.1 INFORMATION ON CONSTRUCTION | | | DOCUMENTS. CONSTRUCTION DOCUMENTS SHALL BE OF | | | SUFFICIENT CLARITY TO INDICATE THE LOCATION, NATURE AND | | | EXTENT OF THE WORK PROPOSED AND SHOW IN DETAIL THAT IT | | | WILL CONFORM TO THE PROVISIONS OF THIS CODE AND | | | RELEVANT LAWS, ORDINANCES, RULES AND REGULATIONS, AS | | | DETERMINED BY THE BUILDING OFFICIAL. | | | | | | JAMES A. WITMER CBO | | | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER | | | TEL: 561-805-6715 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | 2015-02-19 14:53:00 | NEW SHEETS SUBMITTED. JG. |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
P |
Date |
2015-01-26 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2015-01-26 |
Time |
12:00 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2015-01-26 |
Time |
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Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
P |
Date |
2014-11-18 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2014-11-18 |
Time |
11:22 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-11-18 |
Time |
07:59 |
Sent To |
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| Notes |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
5 |
Status |
P |
Date |
2015-05-01 |
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Cont ID |
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| Sent By |
dhayes |
Date |
2015-05-01 |
Time |
15:24 |
Rev Time |
0.00 |
| Received By |
dhayes |
Date |
2015-05-01 |
Time |
15:23 |
Sent To |
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| Notes |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
4 |
Status |
F |
Date |
2015-03-19 |
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Cont ID |
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| Sent By |
sciard |
Date |
2015-03-19 |
Time |
13:08 |
Rev Time |
0.00 |
| Received By |
sciard |
Date |
2015-03-19 |
Time |
13:08 |
Sent To |
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| Notes |
| 2015-03-19 13:12:11 | 1. ADDITION OF CIRCUITS A38,40 FOR SUMP PUMP NOT | | | INCLUDED ON PANEL "A" SCHEDULE ON SHEET 3.1. | | 2015-02-19 14:53:25 | NEW SHEETS SUBMITTED. JG. |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
3 |
Status |
P |
Date |
2015-02-05 |
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Cont ID |
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| Sent By |
tlarge |
Date |
2015-02-05 |
Time |
15:07 |
Rev Time |
0.00 |
| Received By |
dhayes |
Date |
2015-02-05 |
Time |
15:07 |
Sent To |
P |
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| Notes |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
2 |
Status |
F |
Date |
2015-02-02 |
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Cont ID |
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| Sent By |
dhayes |
Date |
2015-02-02 |
Time |
16:38 |
Rev Time |
0.00 |
| Received By |
dhayes |
Date |
2015-02-02 |
Time |
16:25 |
Sent To |
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| Notes |
| 2015-02-02 16:41:56 | RESUBMITTAL SET IS INCOMPLETE. CALLED CONTRACTOR TO | | | COME BACK IN TO CHANGE OUT SHEETS. | | | | | | DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421, | | | 561-805-6717 OR [email protected] |
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| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
P |
Date |
2014-12-19 |
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Cont ID |
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| Sent By |
dhayes |
Date |
2014-12-19 |
Time |
08:24 |
Rev Time |
0.00 |
| Received By |
dhayes |
Date |
2014-12-19 |
Time |
07:34 |
Sent To |
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| Notes |
| 2014-12-19 07:58:09 | 12/19/2014 | | | PROJECT: B&B | | | PERMIT#: 14110345 | | | CODE: 2008 EDITION OF THE NEC, 2010 EDITION OF THE FBC | | | ,2010 WPB AMENDMENTS TO THE FBC, CHAPTER 1, | | | ADMINISTRATION, 2012 FBC SUPPLEMENTS. | | | 1ST ELECTRICAL PLAN REVIEW | | | ACTION: APPROVED WITH EXCEPTION | | | | | | 1) VERIFY MAIN SERVICE ENTRANCE CONDUCTORS ARE APPROVED | | | TO SUPPORT TOTAL CONNECTED LOAD. THERE IS NO SIZE | | | INDICATED ON THE RISER DIAGRAM. | | | | | | 2) CORRECT NOTE 5 ON PANEL SCHEDULE "B" THAT CALLS FOR | | | A 150AMP CIRCUIT BREAKER TO FEED PANEL "A". THERE IS A | | | CONFLICTING NOTE ON THE RISER DIAGRAM THAT CALLS FOR | | | THAT TO BE A 200AMP BREAKER. PLEASE CLARIFY. | | | | | | 3) VERIFY EXISTING WIREWAY IS ADAQUATE SIZE FOR THE NEW | | | SERVICE. | | | | | | 4) PROVIDE GFCI PROTECTION WHERE RECEPTACLES OUTLETS | | | ARE INSTALLED WITHIN 1.8 M (6 FT) OF THE OUTSIDE EDGE | | | OF A SINK. | | | | | | DAVID HAYES, ELECTRICAL PLANS EXAMINER, PX3421, | | | 561-805-6717 OR [email protected] | | | | | | | | | |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
3 |
Status |
P |
Date |
2015-04-10 |
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Cont ID |
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| Sent By |
pleduc |
Date |
2015-04-10 |
Time |
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Rev Time |
0.00 |
| Received By |
pleduc |
Date |
2015-04-10 |
Time |
16:45 |
Sent To |
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| Notes |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
2 |
Status |
P |
Date |
2015-02-25 |
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Cont ID |
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| Sent By |
pleduc |
Date |
2015-02-25 |
Time |
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Rev Time |
0.00 |
| Received By |
pleduc |
Date |
2015-02-25 |
Time |
13:54 |
Sent To |
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| Notes |
| 2015-02-19 14:54:05 | NEW SHEETS SUBMITTED. JG. |
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| Review Stop |
FIRE |
FIRE DEPARTMENT |
| Rev No |
1 |
Status |
P |
Date |
2014-11-12 |
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Cont ID |
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| Sent By |
pleduc |
Date |
2014-11-12 |
Time |
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Rev Time |
0.00 |
| Received By |
pleduc |
Date |
2014-11-12 |
Time |
10:59 |
Sent To |
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| Notes |
| 2014-11-12 17:02:26 | THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC, | | | FIRE MARSHAL, WITH THE FOLLOWING COMMENTS: | | | | | | SHEET A2.0 SHOWS OCCUPANCY SIGN LOADS THAT DO NOT MATCH | | | THE OCCUPANCY LOAD CALCULATIONS. THE OCCUPANCY LOAD | | | INDICATED IS NOT APPROVED AND WILL BE DETERMINED AT THE | | | TIME OF FINAL INSPECTION. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2015-05-01 |
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Cont ID |
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| Sent By |
dhayes |
Date |
2015-05-01 |
Time |
15:24 |
Rev Time |
0.00 |
| Received By |
dhayes |
Date |
2015-04-08 |
Time |
08:35 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2015-04-04 |
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Cont ID |
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| Sent By |
hmoser |
Date |
2015-04-04 |
Time |
11:39 |
Rev Time |
0.00 |
| Received By |
hmoser |
Date |
2015-02-19 |
Time |
14:51 |
Sent To |
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| Notes |
| 2015-02-19 14:52:22 | RE-SUBMITTAL SENT TO B14 BIN FOR REVIEW. JG. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2015-02-09 |
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Cont ID |
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| Sent By |
hmoser |
Date |
2015-02-09 |
Time |
09:32 |
Rev Time |
0.00 |
| Received By |
hmoser |
Date |
2015-02-05 |
Time |
15:07 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2015-02-02 |
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Cont ID |
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| Sent By |
dhayes |
Date |
2015-02-02 |
Time |
16:45 |
Rev Time |
0.00 |
| Received By |
dhayes |
Date |
2015-01-08 |
Time |
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Sent To |
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| Notes |
| 2015-01-09 08:24:54 | INCOMING SENT TO C-11. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2014-12-19 |
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Cont ID |
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| Sent By |
dhayes |
Date |
2014-12-19 |
Time |
08:24 |
Rev Time |
0.00 |
| Received By |
dhayes |
Date |
2014-11-07 |
Time |
06:54 |
Sent To |
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| Notes |
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| Review Stop |
IMPACT |
COUNTY IMPACT FEES |
| Rev No |
1 |
Status |
N |
Date |
2014-11-18 |
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Cont ID |
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| Sent By |
jwitmer |
Date |
2014-11-18 |
Time |
11:22 |
Rev Time |
0.00 |
| Received By |
jwitmer |
Date |
2014-11-18 |
Time |
08:00 |
Sent To |
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| Notes |
| 2014-11-18 11:54:34 | NO CHANGE IN OCCUPANCY. |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
4 |
Status |
P |
Date |
2015-04-04 |
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Cont ID |
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| Sent By |
hmoser |
Date |
2015-04-04 |
Time |
11:25 |
Rev Time |
0.00 |
| Received By |
hmoser |
Date |
2015-04-04 |
Time |
10:31 |
Sent To |
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| Notes |
| 2015-04-04 11:25:01 | REFER TO SECTION 603.5 NONMETALLIC DUCTS. DO NOT | | | PAINT FIBERGLASS OR FLEX DUCT. |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
3 |
Status |
F |
Date |
2015-02-09 |
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Cont ID |
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| Sent By |
tklarge |
Date |
2015-02-07 |
Time |
04:19 |
Rev Time |
0.00 |
| Received By |
hmoser |
Date |
2015-02-09 |
Time |
08:27 |
Sent To |
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| Notes |
| 2015-02-09 09:32:37 | PLAN DENIED | | | 1) SEPARATE APPLICATION,PLAN AND PERMIT REQUIRED FOR | | | HOODS AND COOLERS. | | | 2) REFER TO SECTION 603.5 NON METALLIC DUCT. | | | FYI DO NOT PAINT FIBERGLASS OR FLEX DUCT. 1210 | | | FBC (M) | | | 3) PROVIDE DUCT SIZE AND LOUVER SIZE ON THE PLAN | | | FOR OUTSIDE AIR DUCT. SECTION 107 FBC 2010 | | | 4) REFER TO SECTION 503.2.5.4 SHUTOFF DAMPER | | | CONTROLS FLORIDA ENERGY CODE 2010 | | | | | | PLAN REVIEW BY HAROLD MOSER | | | [email protected] | | | OFFICE 561-805-6732 | | | FAX 561-805-6676 |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
2 |
Status |
F |
Date |
2015-02-02 |
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Cont ID |
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| Sent By |
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Date |
2015-02-02 |
Time |
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Rev Time |
0.00 |
| Received By |
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Date |
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Time |
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Sent To |
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| Notes |
| 2015-02-02 16:45:39 | SEE ELECTRICAL PLAN REVIEW NOTE AND FRONT SCREEN | | | 2/2/2015. DAH |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
1 |
Status |
F |
Date |
2014-12-03 |
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Cont ID |
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| Sent By |
rbergsma |
Date |
2014-12-03 |
Time |
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Rev Time |
1.00 |
| Received By |
rbergsma |
Date |
2014-12-03 |
Time |
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Sent To |
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| Notes |
| 2014-12-03 11:20:50 | THE OCCUPANCY #'S STATED DO NOT AGREE WITH THE | | | VENTILATION SCHEDULE ON M1.1 | | | PLEASE CLARIFY THE NEED FOR ADDITIONAL A/C TONNAGE ON | | | THE ENERGY CALC'S | | | ANY ADDED SERVICABLE EQUIPTMENT ON THE ROOF WILL BE | | | SUBJECT TO FBC 304.11 BELOW: | | | | | | 304.11 GUARDS. | | | GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, | | | FANS OR OTHER COMPONENTS THAT REQUIRE SERVICE AND ROOF | | | HATCH OPENINGS ARE LOCATED WITHIN 10 FEET (3048 MM) OF | | | A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH | | | EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 | | | MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD | | | SHALL EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND | | | EACH END OF SUCH APPLIANCES, EQUIPMENT, FANS, | | | COMPONENTS AND ROOF HATCH OPENINGS AND THE TOP OF THE | | | GUARD SHALL BE LOCATED NOT LESS THAN 42 INCHES (1067 | | | MM) ABOVE THE ELEVATED SURFACE ADJACENT TO THE GUARD. | | | THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE | | | PASSAGE OF A 21-INCH-DIAMETER (533 MM) SPHERE AND SHALL | | | COMPLY WITH THE LOADING REQUIREMENTS FOR GUARDS | | | SPECIFIED IN THE FLORIDA BUILDING CODE, BUILDING. | | | | | | REVIEW THE SHAFT WALL CLEARANCES ON A2.3 DETAIL 4 WITH | | | REGARD TO FBC-M 506.3.10 THRU 506.3.10.2 BELOW: | | | | | | 506.3.10 GREASE DUCT ENCLOSURES. | | | A GREASE DUCT SERVING A TYPE I HOOD THAT PENETRATES A | | | FIRE-RATED CEILING, FIRE-RATED WALL OR FLOOR SHALL BE | | | ENCLOSED FROM THE POINT OF PENETRATION TO THE OUTLET | | | TERMINAL. A DUCT SHALL PENETRATE EXTERIOR WALLS ONLY AT | | | LOCATIONS WHERE UNPROTECTED OPENINGS ARE PERMITTED BY | | | THE FLORIDA BUILDING CODE, BUILDING. THE DUCT ENCLOSURE | | | SHALL SERVE A SINGLE GREASE DUCT AND SHALL NOT CONTAIN | | | OTHER DUCTS, PIPING OR WIRING SYSTEMS. DUCT ENCLOSURES | | | SHALL BE EITHER FIELD-APPLIED OR FACTORY-BUILT. DUCT | | | ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING NOT LESS | | | THAN THAT OF THE FLOOR ASSEMBLY PENETRATED, BUT NEED | | | NOT EXCEED 2 HOURS. DUCT ENCLOSURES SHALL BE AS | | | PRESCRIBED BY SECTION 506.3.10.1, 506.3.10.2 OR | | | 506.3.10.3. THE ENCLOSURE SHALL BE SEPARATED FROM THE | | | DUCT BY A MINIMUM OF 6 INCHES (152 MM) AND A MAXIMUM OF | | | 12 INCHES (305MM) AND SHALL SERVE A SINGLE GREASE | | | EXHAUST DUCT SYSTEM. | | | | | | 506.3.10.1 SHAFT ENCLOSURE. | | | COMMERCIAL KITCHEN GREASE DUCTS CONSTRUCTED IN | | | ACCORDANCE WITH SECTION 506.3.1 SHALL BE PERMITTED TO | | | BE ENCLOSED IN ACCORDANCE WITH THE FLORIDA BUILDING | | | CODE, BUILDING REQUIREMENTS FOR SHAFT CONSTRUCTION. | | | SUCH GREASE DUCT SYSTEMS AND EXHAUST EQUIPMENT SHALL | | | HAVE A CLEARANCE TO COMBUSTIBLE CONSTRUCTION OF NOT | | | LESS THAN 18 INCHES (457 MM), AND SHALL HAVE A | | | CLEARANCE TO NONCOMBUSTIBLE CONSTRUCTION AND GYPSUM | | | WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES OF NOT | | | LESS THAN 6 INCHES (76 MM). DUCT ENCLOSURES SHALL BE | | | SEALED AROUND THE DUCT AT THE POINT OF PENETRATION AND | | | VENTED TO THE OUTSIDE OF THE BUILDING THROUGH THE USE | | | OF WEATHER-PROTECTED OPENINGS. | | | | | | 506.3.10.2 FIELD-APPLIED GREASE DUCT ENCLOSURE. | | | COMMERCIAL KITCHEN GREASE DUCTS CONSTRUCTED IN | | | ACCORDANCE WITH SECTION 506.3.1 SHALL BE ENCLOSED BY A | | | FIELD-APPLIED GREASE DUCT ENCLOSURE THAT IS A LISTED | | | AND LABELED MATERIAL, SYSTEM, PRODUCT OR METHOD OF | | | CONSTRUCTION SPECIFICALLY EVALUATED FOR SUCH PURPOSE IN | | | ACCORDANCE WITH ASTM E 2336. THE SURFACE OF THE DUCT | | | SHALL BE CONTINUOUSLY COVERED ON ALL SIDES FROM THE | | | POINT AT WHICH THE DUCT ORIGINATES TO THE OUTLET | | | TERMINAL. DUCT PENETRATIONS SHALL BE PROTECTED WITH A | | | THROUGH-PENETRATION FIRESTOP SYSTEM CLASSIFIED AND | | | INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL | | | 1479 AND HAVING AN ?F? AND ?T? RATING OF NOT LESS THAN | | | 1 HOUR, BUT NOT LESS THAN THE FIRE-RESISTANCE RATING OF | | | THE ASSEMBLY BEING PENETRATED. SUCH SYSTEMS SHALL BE | | | INSTALLED IN ACCORDANCE WITH THE LISTING AND THE | | | MANUFACTURER?S INSTALLATION INSTRUCTIONS. EXPOSED DUCT | | | WRAP SYSTEMS SHALL BE PROTECTED WHERE SUBJECT TO | | | PHYSICAL DAMAGE. |
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| Review Stop |
P |
PLUMBING |
| Rev No |
5 |
Status |
P |
Date |
2015-04-11 |
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Cont ID |
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| Sent By |
tlarge |
Date |
2015-04-11 |
Time |
08:39 |
Rev Time |
0.00 |
| Received By |
tklarge |
Date |
2015-04-11 |
Time |
06:11 |
Sent To |
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| Notes |
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| Review Stop |
P |
PLUMBING |
| Rev No |
4 |
Status |
F |
Date |
2015-03-07 |
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Cont ID |
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| Sent By |
tklarge |
Date |
2015-03-07 |
Time |
03:15 |
Rev Time |
0.00 |
| Received By |
tklarge |
Date |
2015-03-06 |
Time |
06:07 |
Sent To |
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| Notes |
| 2015-03-06 13:14:19 | 1) SHT. A2.2 - ELEVATION DETAILS #4 & 6 - THE GRAB BARS | | | ARE TO BE MEASUERD TO THE TOP OF THE GRIPPING SURFACE | | | FROM THE FLOOR, NOT TO THE CENTERLINE AS SHOWN. 2010 | | | FAC SEC.609.4. | | | 2) SUBMIT MANUF. SPECIFICATION SHEETS FOR THE ZOELLER | | | PUMP. WPB AMEND. TO 2010 FBC SEC. 107.2.1. | | | 3) SHT. P3.1 - THE MOP SINK (P-11) IS NOT SHOWN ON THE | | | WATER RISER.CLARIFY. | | | 4) SHT.P3.1 - RISER #1 - SHOWS THE ICE MACHINE AND | | | COOLER DISCHARGING TO THE GREASY WASTE SYSTEM. WASTES | | | THAT DO NOT REQUIRE TREATMENT OR SEPARATION SHALL NOT | | | DISCHARGE INTO ANY INTERCEPTOR OR SEPARATOR PER THE | | | 2010 FPC SEC.1003.2. | | | 5) SHT.P4.1 - DETAIL #10 - THE DETAIL FOR THE GREASE | | | INTERCEPTOR IS NOT FOR A SCHIER TANK. DELETE THIS | | | SPECIFICATION FROM THE PLANS AND INCLUDE THE SUBMITTED | | | SPECIFICATION FOR THE SCHIER INTERCEPTOR ON THE PLANS | | | OR SUBMIT 2 COPIES OF THE SPEC FOR THE SCHIER TANK.ONLY | | | ONE COPY WAS SUBMITTED. | | | 6) THE CALCULATIONS FOR THE SIZING OF THE SCHIER | | | INTERCEPTOR DO NOT APPEAR TO BE IN COMPLIANCE WITH THE | | | METHOD RECOMMENDED BY SCHIER SCHIER RECOMMENDS THAT THE | | | DRAINAGE SYSTEM FLOW RATE BE DETERMINED BY THE SIZE OF | | | THE INTERCEPTOR'S INLET PIPE (STEP #1). | | | THEN CALCULATE GREASE CAPACITY AFTER SIZING FOR FLOW | | | RATE. I DO NOT SEE THE FLOW RATE CALCULATIONS ON SHT. | | | P1.1. THE DAYS FOR PUMP OUT CYCLE IN SCHIER'S CATALOG | | | IS 30, 60 & 90. THERE IS NO 45 DAY PUMP OUT CYCLE. | | | CLARIFY. | | | 7) THE CALCULATIONS FOR THE SIZING OF THE SCIER | | | INTERCEPTOR SHOULD BE VERIFIED BY A SCHIER | | | REPRESENTATIVE TO CONFIRM THE SIZING IS CORRECT. YOU | | | CAN CONTACT THE REPRESENTATIVE AT 1-800-538-4792. | | | 8) PUMPS CONNECTED TO THE DRAINAGE SYSTEM SHALL BE | | | CONNECTED IN ACCORDANCE WITH THE 2010 FPC | | | SEC.712.3.5.PROVIDE A DETAIL AS TO HOW THE PUMP | | | DISCHARGE LINE IS CONNECTED TO THE SANITARY SYSTEM OR | | | REFER TO THIS CODE SECTION ON THE PLAN. | | | 9) THE HYDRO-MECHANICAL INTERCEPTORS FROM SCHIER HAVE | | | FLOW CONTROLS THAT MUST BE VENTED IN ACCORDANCE WITH | | | 2010 FPC SEC.1003.3.4.2. EACH INTERCEPTOR SHALL BE | | | EQUIPPED WITH A VENT FOR THE FLOW CONTROLS. SHOW THE | | | LOCATION AND SIZE OF THE VENTS ON SHT.P1.1 AND ON THE | | | SSANITARY RISER ON SHT.P3.1. THE FLOW CONTROL DEVICE | | | SHALL BE VENTED AND TERMINATE NOT LESS THAN SIX (6) | | | INCHES ABOVE THE FLOOD RIM LEVEL OR BE INSTALLED IN | | | ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS PER THE | | | 2010 FPC SEC;1003.3.4.2. | | | 10) SUMP VENT SHALL RISE VERTICALLY A MINIMUM OF 6 | | | INCHES ABOVE THE FLOOD LEVEL RIM OF THE HIGHEST TRAP OR | | | TRAPPED FIXTURE BEING VENTED PRIOR TO OFFSETTING PER | | | 2010 FPC SEC.905.4, 905.5. | | | 11) THE LOCATION OF THE CHECK VALVE AND FULL OPEN VALVE | | | FOR THE SUMP PUMP SHALL BE LOCATED ABOVE THE SUMP COVER | | | OR UNDERGROUND OUTSIDE OF THE SUMP PIT AS REQUIRED PER | | | THE 2010 FPC SEC.712.2, | | | | | | PLUMBING PLAN REVIEW | | | TIM LARGE | | | CHIEF PLUMBING INSPECTOR | | | 561-805-6692 | | | [email protected] | | | | | | |
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| Review Stop |
P |
PLUMBING |
| Rev No |
3 |
Status |
F |
Date |
2015-02-07 |
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Cont ID |
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| Sent By |
hmoser |
Date |
2015-02-07 |
Time |
04:18 |
Rev Time |
0.00 |
| Received By |
tklarge |
Date |
2015-02-07 |
Time |
03:04 |
Sent To |
M |
|
| Notes |
| 2015-02-07 03:41:34 | 1) SHT.P1.1 -GREASE INTERCEPTOR SIZING CALCULATIONS - | | | THE GREASE INTERCEPTOR SIZING CALCULATIONS SHOW A | | | CAPACITY REQUIREMENT OF 2100 GALLONS. SHOW THE SIZE OF | | | THE EXISTING GREASE INTERCEPTOR(S) ON THE PLANS TO | | | CONFIRM THAT THE EXISTING INTERCEPTOR(S) HAVE THE | | | CAPACITY TO SEPARATE THE THE GREASY WASTE AND FUNCTION | | | IN THE MANNER DESIGNED TO ELIMINATE GREASE INTO THE | | | SANITARY SYSTEM. SIZE OF GREASE INTERCEPTORS SHALL | | | COMPLY WITH THE 2010 FBC-PLUMBING SECS.1003.1, | | | 1003.5.1.NOTE: THE MAXIMUM VOLUME OF AN INDIVIDUAL | | | GREASE INTERCEPTOR CHAMBER SHALL BE 1,250 GALLONS. WHEN | | | THE REQUIRED EFFECTIVE CAPACITY OF THE GREASE | | | INTERCEPTOR IS GREATER THAN 1250 GALLONS, INSTALLATION | | | OF MULTI - CHAMBERED GREASE INTERCEPTORS OR GREASE | | | INTERCEPTORS IN SERIES IS REQUIRED. 3RD REQUEST, | | | 2) IDENTIFY ON THE PLANS THE LOCATION OF THE EXISTING | | | GREASE INTERCEPTORS. THIS INFORMATION MAY BE OBTAINED | | | FROM CITY PLACE ADMINISTRATION OR YOU CAN CONTACT | | | SANDRA FELICIANO IN THE CITY OF WPB UTILITIES DEPT. WHO | | | MAY HAVE SOME INFORMATION. MS. FELICIANO'S PHONE NUMBER | | | IS 561-822-2171. | | | 3) INDICATE THE TYPE OF THE EXISTING INTERCEPTOR(S) ARE | | | THEY THE CONCRETE VAULT TYPE OR HYDROMECHANICAL? IF | | | HYDROMECHANICAL THEN THE SIZING EQUATION IN TABLE | | | 1003.5.1 CANNOT BE USED. | | | | | | PLUMBING PLAN REVIEW | | | TIM LARGE | | | CHIEF PLUMBING INSPECTOR | | | 561-805-6692 | | | [email protected] | | | |
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| Review Stop |
P |
PLUMBING |
| Rev No |
2 |
Status |
F |
Date |
2015-01-17 |
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Cont ID |
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| Sent By |
tklarge |
Date |
2015-01-17 |
Time |
11:22 |
Rev Time |
0.00 |
| Received By |
tklarge |
Date |
2015-01-17 |
Time |
09:09 |
Sent To |
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|
| Notes |
| 2015-01-17 11:22:26 | 1) THE GREASE INTERCEPTOR SIZING CALCULATIONS ON | | | SHT.P1.1 SHOW A CAPACITY REQUIREMENT OF 2100 GALLONS. | | | SHOW THE SIZE OF THE EXISTING GREASE INTERCEPTOR(S) ON | | | THE PLANS TO CONFIRM THE EXISTING GREASY WASTE SYSTEM | | | IS ADEQUATE FOR THIS RESTAURANT. NOTE: THE MAXIMUM | | | CAPACITY OF A SINGLE GREASE INTERCEPTOR IS 1250 GALS. | | | WPB AMEND. TO 2010 FBC SEC. 107.2.1. & 2010 FPC | | | SEC.1003.5.1. | | | 2) THE REVISED SHEETS SHALL BE INSERTED INTO THE | | | EXISTING SET TO MAKE 2 COMPLETE SETS OF PLANS. | | | | | | PLUMBING PLAN REVIEW | | | TIM LARGE | | | CHIEF PLUMBING INSPECTOR | | | 561-805-6692 | | | [email protected] | | | |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
F |
Date |
2014-11-22 |
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Cont ID |
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| Sent By |
tklarge |
Date |
2014-11-22 |
Time |
11:33 |
Rev Time |
0.00 |
| Received By |
tklarge |
Date |
2014-11-22 |
Time |
09:48 |
Sent To |
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| Notes |
| 2014-11-22 11:32:55 | 1)SUBMIT THE CORRECT OCCUPANT LOAD FOR THE SPACE. SHT. | | | A2.0 SHOWS THREE DIFFERENT NUMBERS (248, 236, 172 ). | | | THE MINIMUM SANITARY FACILITIES WILL BE BASED ON THE | | | CORRECT OCCUPANT LOAD. | | | 2) SHT. A2.2 - ELEVS. #4 & # 8 - SUBMIT ELEVATIONS | | | WHERE THE DIMENSIONS CAN BE CLEARLY READ. WPB AMEND. TO | | | 2010 FBC SEC.107.2.1. | | | 3) KNEE AND TOE CLEARANCES FOR THE LAVATORIES SHALL | | | COMPLY WITH 2010 FAC SEC.306.SHOW THIS ON THE PLANS. | | | 4) SHT. P1.1 - REFERENCE IS MADE TO THE 2007 FLORIDA | | | BUILDING CODE. THE CODE IN EFFECT IS THE 2010 FBC. | | | 5) SHTS.P1.1 & P3.1 - IDENTIFY THE EXISTING GREASE | | | WASTE LINE AND THE FIXTURES THAT ARE DISCHARGING INTO | | | IT. 2010 FPC SEC.1003.3.1. | | | 6) SUBMIT A SITE PLAN SHOWING THE LOCATION OF THE | | | EXISTING GREASE INTERCEPTOR AND THE SIZE OF THE GREASE | | | INTERCEPTOR. WPB AMEND. TO 2010 FBC SEC.107.2.1. | | | 7) SUBMIT SIZING CALCULATIONS FOR THE GREASE | | | INTERCEPTOR TO ENSURE THE CAPACITY IS ENOUGH FOR THIS | | | APPLICATION.FPC SEC.1003.2 | | | 8) SHT. P3.1 - SIZE THE WASTE STACK FOR THE URINAL.WPB | | | AMEND. TO 2010 FBC SEC.107.2.1. | | | 9)THE WATER CLOSET IN THE WOMEN'S RESTROOM IS BEING WET | | | VENT WHICH PLACES THE URINAL ON A WET VENT WHICH IS NOT | | | PERMITTED PER THE FPC SEC.909.1. | | | 10) SUBMIT MANUFACTURER'S SPECIFICATION SHEETS FOR ALL | | | GAS APPLIANCES. APPLIANCES SHALL BE LISTED AND LABELED | | | PER THE 2010 FGC SEC. 301.3. | | | 11) SHT.P3.1 - THE TYPICAL GAS EQUIPMENT CONNECTION | | | SHOWS A SYMBOL FOR A MEDIUM PRESSURE REGULATOR AND | | | THERE APPEARS TO BE A MPR AT EACH APPLIANCE BUT THE | | | NOTE STATES IT IS LESS THAN A 2 PSI SYSTEM. CLARIFY. | | | 12)SHT. P3.1 - THE GAS LINE GOES FROM 1" TO 2". | | | CLARIFY. | | | 13) PROVIDE FOR THERMAL EXPANSION OF THE HOT WATER | | | SYSTEM PER FPC SEC.607.3. | | | 14) EQUIPMENT K-14 IS SHOWN ON THE FLOOR PLAN BUT NOT | | | ON THE EQUIPMENT SCHEDULE OR RISER. CLARIFY. | | | 15) THE BEVERAGE DISPENSERS SHALL BE EQUIPPED WITH | | | BACKFLOW PREVENTERS TO PREVENT CARBON DIOXIDE FROM | | | ENTERING THE WATER LINES. FPC SEC. 608.16.1. | | | 16) COFFE MACINES AND NON-CARBONATED BEVERAGE | | | DISPENSERS SHALL BE PROTECTED AGAINST BACKFLOW PER FPC | | | SEC.608.16.10. | | | | | | PLUMBING PLAN REVIEW | | | TIM LARGE | | | CHIEF PLUMBING INSPECTOR | | | 561-805-6692 | | | [email protected] | | | |
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|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2014-11-20 |
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|
Cont ID |
|
| Sent By |
eschneid |
Date |
2014-11-20 |
Time |
13:08 |
Rev Time |
0.25 |
| Received By |
eschneid |
Date |
2014-11-20 |
Time |
13:08 |
Sent To |
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| Notes |
| 2014-11-14 12:28:46 | 11/14/14 |
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