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Plan Review Details - Permit 05120609
| Plan Review Stops For Permit 05120609 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2006-03-13 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2006-03-13 |
Time |
11:01 |
Rev Time |
0.50 |
| Received By |
jgomez |
Date |
2006-03-13 |
Time |
11:01 |
Sent To |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2006-02-03 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2006-02-03 |
Time |
13:11 |
Rev Time |
0.45 |
| Received By |
jgomez |
Date |
2006-02-03 |
Time |
12:38 |
Sent To |
PC |
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| Notes |
| 2006-02-03 00:00:00 | BUILDING REVIEW SECOND CHECKLIST: | | | 1- ACCORDING TO THE ENGINEER'S | | | CALCULATIONS, THIS IS A "REPAIR DESIGN | | | SCOPE" WHICH INCLUDES "STRUCTURAL | | | ATTACHMENT DESIGN OF SMALL NUMBER OF | | | REPLACEMENT ROOF TILES TO EXISTING | | | UNDERLAYMENT ONLY": | | | A) CLARIFY IF SCOPE OF WORK IS TO | | | REMOVE AND REPLACE ENTIRE EXISTING ROOF | | | TILE OR IF IS TO PATCH SOME AREAS. | | | | | | 2- ENGINEER CALCULATIONS ARE DONE | | | REFERENCING FLORIDA PRODUCT APPROVAL | | | #560-R1 AND DADE COUNTY NOA #02-1205.04, | | | WHICH IS FOR MISSION 'S' AND ESPANA | | | MISSION CONCRETE ROOF TILE.DADE COUNTY | | | NOA SUBMITTED WAS #02-0328.04, WHICH IS | | | FOR PREMIUM DURALITE SHAKE AND SLATE | | | LIGHTWEIGHT CONCRETE ROOFING TILE. | | | NEED TO PROVIDE DADE COUNTY NOA FOR THE | | | MISSION 'S' AND ESPANA MISSION TILE | | | WHICH IS THE RIGHT TILE THAT WILL BE | | | INSTALLED. | | | | | | JULIO GOMEZ | | | BUILDING PLANS EXAMINER | | | (561)805-6712 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2005-12-12 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2005-12-12 |
Time |
11:10 |
Rev Time |
0.50 |
| Received By |
jgomez |
Date |
2005-12-12 |
Time |
11:10 |
Sent To |
PC |
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| Notes |
| 2005-12-12 00:00:00 | BUILDING REVIEW CHECKLIST: | | | | | | 1- THIS IS A SIX STORY BUILDING. PROVIDE | | | ENGINEERING CALCULATIONS SHOWING WHAT | | | ARE THE UPLIFT LOADS REQUIRED TO BE | | | RESISTED BY THE CONCRETE TILE. SECTION | | | 106.1.2 OF CITY AMENDMENTS TO THE FBC | | | 2004. | | | | | | 2- SPECIFY HOW IS THE TILE FASTENED TO | | | MEET THE UPLIFT PRESSURES CALCULATED BY | | | THE ENGINEER. SEC. 106.1.2 CITY | | | AMENDMENTS TO FBC 2004. | | | | | | JULIO GOMEZ | | | BUILDING PLANS EXAMINER | | | (561)805-6712 |
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