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Plan Review Details - Permit 06120085
| Plan Review Stops For Permit 06120085 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2007-02-06 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2007-02-06 |
Time |
14:44 |
Rev Time |
0.50 |
| Received By |
jgomez |
Date |
2007-02-06 |
Time |
14:44 |
Sent To |
PC |
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| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2006-12-11 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2006-12-11 |
Time |
12:56 |
Rev Time |
0.50 |
| Received By |
jgomez |
Date |
2006-12-11 |
Time |
11:05 |
Sent To |
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| Notes |
| 2006-12-11 11:29:36 | BUILDING REVIEW 2ND CHECKLIST: | | | 1- PROVIDE RAS 117 CALCULATIONS FOR ENHANCED FASTENING | | | AT PERIMETER AND CORNER AREAS AS REQUIRED BY GENERAL | | | LIMITATION #7 ON LAST PAGE OF DADE COUNTY NOA | | | 02-1219.01.FASTENER SPACING TABLE SUBMITTED CAN'T BE | | | USED IN THIS AREA. TABLE IS ONLY GOOD FOR120MPH WIND | | | ZONE. THE CITY IS IN 140MPH WIND ZONE. ON THE OTHER | | | HAND TABLE APPLIES TO NAIL ENHANCEMENT IN THE FIELD | | | AREA ONLY. | | | | | | 2- A)SUBMITTED WIND UPLIFT PRESSURE CALCULATIONS FOR | | | ROOF NEED TO BE SIGNED AND SEALED BY THE ENGINEER WHO | | | MADE THE CALCULATIONS AS REQUIRED BY CHAPTER 471 | | | FLORIDA STATUTES. ENGINEER TO PROVIDE ALL HIS | | | INFORMATION AS REQUIRED BY FLORIDA ADMINISTRATIVE CODE | | | SEC. 61G15-23.002. | | | | | | B) ENGINEER TO IDENTIFY SPECIFIC APPROVEDASSEMBLY | | | FROM THE NOA SUBMITTED. | | | | | | C) CALCULATIONS ARE DONE FOR NOA 02.0710.01. NOA | | | SUBMITTED IS 02-1219.01. INFORMATION NEED TO MATCH. | | | | | | D) ENGINEER TO PROVIDE ALL THE INFORMATION ON TOP OF | | | FORM. INFORMATION WAS ERASED WITH WHITE OUT. | | | | | | | | | | | | JULIO GOMEZ | | | BUILDING PLANS EXAMINER | | | (561)805-6712 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2006-12-05 |
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Cont ID |
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| Sent By |
shill |
Date |
2006-12-05 |
Time |
11:24 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2006-12-05 |
Time |
11:24 |
Sent To |
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| Notes |
| 2006-12-05 11:28:07 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | | | | FBCFLORIDA BUILDING CODE 2004 | | | FBC EBFLORIDA BUILDING CODE 2004 | | | EXISTING BUILDING CODE | | | FBC*CITY OF WEST PALM BEACH | | | AMENDMENTS TO THE FBC2004 | | | | | | ROOFING PERMIT; ONLY CHECKED ITEMS APPLY | | | | | | ____1.)A NOTICE OF COMMENCEMENT MUST BE FILED WITH | | | THE CLERK OF COURTS PRIOR TO PERMIT PICKUP, FS713.13. | | | | | | _XX_2.)CONTRACTOR IS TO PROVIDE THE FOLLOWING | | | INFORMATION ON THE APPLICATION, SEE ATTACHED POLICY: | | | | | | MEAN ROOF HEIGHT | | | ROOF PITCH | | | ROOF DECK TYPE | | | AREA OF EACH ROOF TYPE | | | | | | ____3.)FLORIDA STATE OR LOCAL PRODUCT APPROVAL | | | REQUIRED IN ADDITION TO THE EVALUATION REPORT | | | SUBMITTED, FAC9B72.WWW.FLORIDABUILDING.ORG | | | | | | _XX_4.)FOR THE FLAT DECK, SELECT THE APPROVED | | | ASSEMBLY YOU ARE USING.ALSO INDICATE WHICH FASTENER | | | IF THE OPTIONS HAVE DIFFERENT PRESSURE LIMITATIONS. | | | | | | _XX_5.)FOR THE FLAT DECK, SPECIFY THE ENHANCED | | | FASTENING FOR CORNER AND PERIMETER ZONES. | | | | | | ____ 6.)ON THE TILE PRODUCT APPROVAL, INDICATE WHICH | | | METHOD OF ATTACHMENT YOU ARE USING. | | | | | | ____ 7.)SEE PRODUCT LIMITATION #7.CALCULATIONS | | | PREPARED BY AN ARCHITECT, ENGINEER, OR REGISTERED ROOF | | | CONSULTANT REQUIRED FOR ENHANCED FASTENING. | | | | | | | | | | | | | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2006-12-11 |
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Cont ID |
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| Sent By |
adarroug |
Date |
2006-12-11 |
Time |
09:59 |
Rev Time |
0.00 |
| Received By |
adarroug |
Date |
2006-12-11 |
Time |
09:59 |
Sent To |
B |
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| Notes |
| 2006-12-11 10:00:07 | TO "JGOMEZ" DESK/RESUB |
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