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Plan Review Details - Permit 07020762
| Plan Review Stops For Permit 07020762 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2007-05-02 |
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Cont ID |
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| Sent By |
shill |
Date |
2007-05-02 |
Time |
18:05 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2007-05-02 |
Time |
18:05 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2007-04-07 |
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Cont ID |
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| Sent By |
shill |
Date |
2007-04-07 |
Time |
11:01 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2007-04-07 |
Time |
11:01 |
Sent To |
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| Notes |
| 2007-04-07 11:03:31 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | | | | FBC FLORIDA BUILDING CODE 2004 | | | FBC R FLORIDA BUILDING CODE 2004 RESIDENTIAL | | | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004 | | | | | | 1.)PLEASE REVISE THE INSTALLATION SCHEDULE.IT | | | SPECIFIES 1.5INCH SPACING, ENGINEER SPECIFIES 7INCH, | | | PRODUCT APPROVAL REQUIRES 3INCH MINIMUM INTO CONCRETE. | | | ENGINEER HAS NOT ADDRESSED MINIMUM ANCHOR SPACING FOR | | | STEEL SUSBSTRATES. | | | | | | 2.)SEE ATTACHED SAMPLE INSTALLATION SCHEDULE.THE | | | FORM YOU ARE USING DOES NOT HAVE A SUBSTRATE PER | | | OPENING.IT APPEARS THAT TWO ARE STEEL; WHAT ARE THE | | | OTHER TWO? | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2007-03-20 |
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Cont ID |
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| Sent By |
shill |
Date |
2007-03-20 |
Time |
13:13 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2007-03-20 |
Time |
13:13 |
Sent To |
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| Notes |
| 2007-03-20 13:18:19 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | | | | FBCFLORIDA BUILDING CODE 2004 | | | FBC EBEXISTING BUILDING CODE 2004 | | | FBC R RESIDENTIAL 2004 | | | FBC* CITY OF WEST PALM BEACH AMENDMENTS TO THE | | | FBC2004 | | | | | | 1.)DOCUMENTS PREPARED BY AN ENGINEER AND SUBMITTED | | | FOR PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED | | | ORIGINALS FAC61G15-23 (SITE SPECIFIC ENGINEERING). | | | | | | 2.)PAGE 14 OF THE PRODUCT APPROVAL SPECIFIES A | | | MINIMUM SPACING OF 3" TO 3.5" DEPENDING ON ANCHOR TYPE. | | | THE ENGINEER HAS SPECIFIED 1.5" ANCHOR SPACING INTO | | | METAL.PLEASE JUSTIFY THIS ANCHOR SPACING; HOW CAN | | | THIS ANCHOR SPACING BE ACCEPTABLE FOR THIS APPLICATION | | | WHEN THE ENGINEER FOR THE PRODUCT HAS SPECIFIED A 3" | | | MINIMUM FOR OTHER ANCHORS?THIS CORRECTION IS NOT A | | | STATEMENT THAT THE 1.5" IS UNACCEPTABLE; IT IS A | | | REQUEST FOR DOCUMENTATION THAT MINIMUM ANCHOR SPACING | | | HAS BEEN ADDRESSED. | | | | | | 3.)PRODUCT APPROVALS ARE TO BE APPROVED BY DESIGNER | | | OF RECORD, FBC*106.3.3. | | | | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2007-04-23 |
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|
Cont ID |
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| Sent By |
adarroug |
Date |
2007-04-23 |
Time |
13:59 |
Rev Time |
0.00 |
| Received By |
adarroug |
Date |
2007-04-23 |
Time |
13:59 |
Sent To |
B |
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| Notes |
| 2007-04-23 13:59:51 | TO "SHILL" DESK/RESUB |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2007-04-05 |
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|
Cont ID |
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| Sent By |
spalmer |
Date |
2007-04-05 |
Time |
17:43 |
Rev Time |
0.00 |
| Received By |
spalmer |
Date |
2007-04-05 |
Time |
17:43 |
Sent To |
B |
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| Notes |
| 2007-04-05 17:43:46 | TO SAMANTHA HILL |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2007-03-20 |
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Cont ID |
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| Sent By |
shill |
Date |
2007-03-20 |
Time |
13:33 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2007-03-01 |
Time |
09:49 |
Sent To |
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| Notes |
| 2007-03-01 09:49:35 | TO "MISC" BOX#1 |
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