|
 |
 |
 |
 |
 |
Plan Review Details - Permit 13010037
| Plan Review Stops For Permit 13010037 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2013-01-25 |
|
|
Cont ID |
|
| Sent By |
rmcdouga |
Date |
2013-01-25 |
Time |
11:19 |
Rev Time |
0.00 |
| Received By |
rmcdouga |
Date |
2013-01-25 |
Time |
11:19 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2013-01-16 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2013-01-16 |
Time |
14:44 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2013-01-16 |
Time |
14:44 |
Sent To |
|
|
| Notes |
| 2013-01-16 14:54:32 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2010 | | | FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL | | | | | | 1. SEE PAGE 31 OF THE NOA SUBMITTED (09-0224.01), | | | GENERAL LIMITATION #7: | | | | | | PERIMETER AND CORNER AREAS SHALL COMPLY WITH THE | | | ENYHANCED UPLIFT PRESSURE REQUIREMENTS OF THESE AREAS. | | | FASTNER DENSITIES SHALL BE INCREASED FOR BOTH | | | INSULATION AND BASE SHEET AS CALCULATED IN COMLIANCE | | | WITH ROOFING APPLICATION STANDARD RAS 117. CALCULATIONS | | | PREPARED, SIGNED AND SEALED BY A FLORIDA REGISTERED | | | PROFESSIONAL ENGINEER, REGISTERED ARCHITECT, OR | | | REGISTERED ROOF CONSULTANT . | | | | | | |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2013-01-04 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2013-01-04 |
Time |
13:50 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2013-01-04 |
Time |
13:50 |
Sent To |
|
|
| Notes |
| 2013-01-04 13:53:51 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2010 | | | FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL | | | | | | 1. PROVIDE FLORIDA STATE OR LOCAL PRODUCT APPROVAL FOR | | | THE PROPOSED ROOFING PRODUCT. | | | | | | ON THE PRODUCT APPROVAL, INDICATE WHICH APPROVED | | | ASSEMBLY YOU PROPOSE. | | | | | | SPECIFY ENHANCED FASTENING FOR ZONES 2 AND 3. IF A | | | MIAMIDADE NOA IS USED, SEE THE LAST PAGE, GENERAL | | | LIMITATION #7. IF THE NOA REQUIRES THAT THE RAS117 | | | CALCULATIONS BE DONE BY AN ARCHITECT OR ENGINEER, THE | | | ENHANCED FASTENING IS TO BE PREPARED BY A DESIGN | | | PROFESSIONAL (SIGNED AND SEALED BY AN ARCHITECT OR | | | ENGINEER). | | | | | | IF A FLORIDA STATE PRODUCT APPROVAL IS USED, AN | | | ARCHITECT OR ENGINEER IS REQUIRED TO DETERMINE THE | | | ENHANCED FASTENING. | | | | | | REQUIRED DESIGN PRESSURES ARE: ZONE 2, -67.8PSF, ZONE | | | 3, -102PSF | | | | | | 2. WHEN RESUBMITTING, COMPLETE AND SIGN AN OWNER | | | BUILDER AFFIDAVIT. THIS IS TO BE NOTARIZED AND SIGNED | | | WHILE AT THE BUILDING DEPARTMENT. | | | | | | | | | | | | |
|
|
|
Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved |
 |
|
