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Plan Review Details - Permit 09010363
| Plan Review Stops For Permit 09010363 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2009-04-01 |
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Cont ID |
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| Sent By |
shill |
Date |
2009-04-01 |
Time |
15:56 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-04-01 |
Time |
15:56 |
Sent To |
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| Notes |
| 2009-04-01 15:56:36 | PROVISO - CONTR TO PROVIDE EVIDENCE @ INSPECTION, | | | FORMED & POURED TIE BEAM AT TOP CONNECTION | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2009-03-24 |
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Cont ID |
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| Sent By |
shill |
Date |
2009-03-24 |
Time |
16:24 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-03-24 |
Time |
16:24 |
Sent To |
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| Notes |
| 2009-03-24 16:39:55 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | | | | FBC FLORIDA BUILDING CODE 2004 | | | FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING | | | CODE | | | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL | | | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 | | | FAC FLORIDA ADMINISTRATIVE CODE | | | FS FLORIDA STATUTE | | | | | | 1. SHEET 14, CONCRETE TO BE MINIMUM F'C = 3KSI. PLEASE | | | PROVIDE EVIDENCE THAT THE CONCRETE MEETS THIS | | | REQUIREMENT, OR A SITE SPECIFIC FROM THE ENGINEER | | | ADDRESSING THIS ISSUE, ESPECIALLY AS A RESIDENTIAL | | | CONCRETE SLAB IS USUALLY 2500PSI. FBC16 | | | | | | 2ND REVIEW, A LETTER FROM A DESIGN PROFESSIONAL WAS | | | SUBMITTED WHICH DUPLICATED FBC TABLE 1904.2.2. IT IS | | | NOT CLEAR WHY THIS WAS SUBMITTED, FOR THE FOLLOWING | | | REASONS: | | | | | | A. THIS HOUSE WAS NOT CONSTRUCTED UNDER FBC2007, SO | | | THIS TABLE WOULD NOT BE INDICATIVE OF HOW THIS | | | STRUCTURE WAS BUILT. | | | | | | B. AN AREA WITH "NEGLIGIBLE EXPOSURE" REQUIRES 2500PSI. | | | PLEASE SEE THE MAP ASSOCIATED WITH FBC TABLE 1904.2.2; | | | FLORIDA IS IN A "NEGLIGIBLE EXPOSURE" AREA, SO MINIMUM | | | DESIGN STRENGTH UNDER CURRENT CODE IS 2500PSI. THE | | | PRODUCT APPROVAL SUBMITTED REQUIRES 3000PSI TO USE | | | ANCHOR SPACING FOR CONCRETE SUBSTRATE. | | | | | | 2. PLEASE CONTACT ME BY TELEPHONE IF YOU WISH TO | | | DISCUSS OPTIONS TO GET THIS MATTER RESOLVED. |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2009-01-27 |
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|
Cont ID |
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| Sent By |
shill |
Date |
2009-01-27 |
Time |
09:58 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-01-27 |
Time |
09:58 |
Sent To |
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| Notes |
| 2009-01-27 10:01:50 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | | | | FBC FLORIDA BUILDING CODE 2004 | | | FBC EB FLORIDA BUILDING CODE 2004 EXISTING BUILDING | | | CODE | | | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL | | | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 | | | FAC FLORIDA ADMINISTRATIVE CODE | | | FS FLORIDA STATUTE | | | | | | 1. SHEET 14, CONCRETE TO BE MINIMUM F'C = 3KSI. PLEASE | | | PROVIDE EVIDENCE THAT THE CONCRETE MEETS THIS | | | REQUIREMENT, OR A SITE SPECIFIC FROM THE ENGINEER | | | ADDRESSING THIS ISSUE, ESPECIALLY AS A RESIDENTIAL | | | CONCRETE SLAB IS USUALLY 2500PSI. FBC16 | | | | | | 2. OPENINGS 1-7,EDGE DISTANCE OF 3 1/4" SPECIFIED ON | | | INSTALLATION SCHEDULE. SEE SHEET 14, FACTOR MUST BE | | | APPLIED TO ANCHOR SPACING WHEN EDGE DISTANCE IS LESS | | | THAN 3 1/2".FBC1609 | | | | | | 3. SEE OPENING 14. IF THE EDGE DISTANCE AT THE TOP IS 3 | | | 1/2", IT IS NOT CLEAR HOW YOU'VE ARRIVED AT SPAN. | | | PLEASE PROVIDE AN EXPLANATION. FBC1609 | | | | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2009-03-16 |
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Cont ID |
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| Sent By |
adarroug |
Date |
2009-03-16 |
Time |
10:46 |
Rev Time |
0.00 |
| Received By |
adarroug |
Date |
2009-03-16 |
Time |
10:46 |
Sent To |
B |
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| Notes |
| 2009-03-16 10:47:10 | TO "SHILL" DESK/RESUB |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2009-01-27 |
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|
Cont ID |
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| Sent By |
shill |
Date |
2009-01-27 |
Time |
10:01 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-01-26 |
Time |
16:37 |
Sent To |
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| Notes |
| 2009-01-26 16:38:16 | TO "MISC" BOX#1 |
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