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Plan Review Details - Permit 08110230
| Plan Review Stops For Permit 08110230 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2009-01-29 |
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Cont ID |
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| Sent By |
shill |
Date |
2009-01-29 |
Time |
15:30 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2009-01-29 |
Time |
15:30 |
Sent To |
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| Notes |
| 2009-01-29 15:35:46 | ****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. ADDRESSED. | | | | | | 2. PLEASE PROVIDE INFORMATION REGARDING SUBSTRATE; HOW | | | HAVE YOU DETERMINED THAT THE SUBSTRATE IS CONCRETE, AND | | | THAT THE CONCRETE MEETS THE REQUIRED STRENGTH OF 3KSI? | | | SEE SHEET 11, ITEM 1(A). | | | | | | NOT ADDRESSED. THE ANCHOR SPACING AND CONNECTIONS FOR | | | HOLLOW BLOCK MAY BE USED IN LIEU OF PROVIDING EVIDENCE | | | THAT THE CONCRETE STRENGTH EXCEEDS THE MINIMUM | | | REQUIREMENT. NOTE THAT A RESIDENTIAL FLOOR SLAB IS | | | OFTEN 2500 CONCRETE. | | | | | | 3-5. ADDRESSED. | | | | | | NEW COMMENT: | | | | | | 6. PLEASE EXPLAIN, FLOOR MOUNT (5) SPECIFIED FOR BOTH | | | TOP AND BOTTOM, OPENING 2. |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2008-11-19 |
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Cont ID |
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| Sent By |
shill |
Date |
2008-11-19 |
Time |
11:33 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2008-11-19 |
Time |
11:33 |
Sent To |
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| Notes |
| 2008-11-19 11:40:59 | ****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. PLEASE COMPLETE THE INSTALLATION SCHEDULE. ONE | | | COLUMN WHICH IS REQUIRED TO DETERMINE CODE COMPLIANCE | | | WAS LEFT BLANK. THE SHUTTER CONNECTION MOUNTING TYPE | | | SHOULD CORRELATE WITH THE ANCHOR CHARTS. FOR INSTANCE, | | | CEILING MOUNT 5 WAS CIRCLED, SO THIS MAY BE THE TOP | | | CONNECTION. | | | | | | 2. PLEASE PROVIDE INFORMATION REGARDING SUBSTRATE; HOW | | | HAVE YOU DETERMINED THAT THE SUBSTRATE IS CONCRETE, AND | | | THAT THE CONCRETE MEETS THE REQUIRED STRENGTH OF 3KSI? | | | SEE SHEET 11, ITEM 1(A). | | | | | | 3. A 2" EDGE DISTANCE REQUIRES A FACTOR OF .50, SEE | | | SHEET 11. | | | | | | 4. SEE OPENING 2, CLARIFY HOW A 60" OPENING CAN HAVE A | | | SPAN OF 60". | | | | | | 5. TWO COMPLETE SETS OF PERMIT DOCUMENTS REQUIRED FOR | | | PERMIT ISSUANCE. ONLY ONE INSTALLATION SCHEDULE WAS | | | PROVIDED. | | | | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2009-01-26 |
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Cont ID |
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| Sent By |
adarroug |
Date |
2009-01-26 |
Time |
10:30 |
Rev Time |
0.00 |
| Received By |
adarroug |
Date |
2009-01-26 |
Time |
10:30 |
Sent To |
B |
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| Notes |
| 2009-01-26 10:30:31 | TO "SHILL" DESK/RESUB |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2008-11-19 |
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Cont ID |
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| Sent By |
shill |
Date |
2008-11-19 |
Time |
11:41 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2008-11-13 |
Time |
09:59 |
Sent To |
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| Notes |
| 2008-11-13 10:03:16 | TO "MISC" BOX#1 |
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