| Plan Review Stops For Permit 11090790 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
6 |
Status |
P |
Date |
2011-10-13 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-10-13 |
Time |
15:32 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-10-13 |
Time |
10:36 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
5 |
Status |
F |
Date |
2011-10-12 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-10-12 |
Time |
16:18 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-10-12 |
Time |
16:18 |
Sent To |
|
|
| Notes |
| 2011-10-12 16:38:29 | REROOF BUILDING REVIEW FIFTH CHECKLIST. | | | | | | 1- NEW ENGINEER PROVIDING THE RAS 117 CALCULATIONS: | | | A) CALCULATIONS SUBMITTED SPECIFY INSULATED SYSTEM ON | | | PAGE 8 AND 9 OF NOA 07-1203.01. CONTRACTOR SAID HE'S | | | INSTALLING A NON-INSULATED SYSTEM. REVISE AS REQUIRED. | | | | | | B) NOA 07-1203.01 SPECIFIED BY THE ENGINEER WAS | | | SUPERSEDED BY MIAMI-DADE. NEED TO USE CURRENT NOA. | | | | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
F |
Date |
2011-10-11 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-10-11 |
Time |
11:20 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-10-11 |
Time |
11:20 |
Sent To |
|
|
| Notes |
| 2011-10-11 11:20:52 | RE-ROOF BUILDING REVIEW FOURTH CHECKLIST: | | | | | | ARCHITECT TO REVISE RAS 117 CALCULATIONS SUBMITTED: | | | | | | 1- OK. | | | | | | 2- OK. | | | | | | 3- OK. | | | | | | 4- OK. | | | | | | 5- THE DESIGN PRESSURES LISTED ON THE NOA IS APPLICABLE | | | FOR THE FIELD OF THE ROOF (ZONE 1). SEE SEC. 8.1 OF RAS | | | 117 CALCULATIONS. SPACING SHOWN FOR THE PERIMETER AREA | | | IS INCORRECT. | | | | | | | | | ***RESPONSE: NOT ADDRESSED CORRECTLY. | | | | | | 6- NAIL SPACING FOR CORNER AREAS IS INCORRECT. REVISE | | | CALCULATIONS AS REQUIRED. | | | | | | | | | | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2011-10-07 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-10-07 |
Time |
16:22 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-10-07 |
Time |
16:20 |
Sent To |
|
|
| Notes |
| 2011-10-07 16:32:11 | RE-ROOF BUILDING REVIEW THIRD CHECKLIST: | | | | | | ARCHITECT TO REVISE RAS 117 CALCULATIONS SUBMITTED: | | | | | | 1- ACCORDING TO 2009 REVISIONS SEC. R301.2.1.4.3 THIS | | | BUILDING IS LOCATED ON EXPOSURE "C" NOT "B". (THIS WAS | | | REQUESTED ON FIRS CHECKLIST). ARCHITECT NEED TO REVISE | | | CALCULATIONS USING THE DESIGN PRESSURES FOR EXPOSURE | | | "B". | | | | | | ***RESPONSE: NOT ADDRESSED. ARCHITECT IS STILL USING | | | DESIGN PRESSURES FOR EXPOSURE "B". | | | | | | 2- OK. | | | | | | 3- CONTRACTOR SAID USING ASSEMBLY WITH RING SHANK NAILS | | | NOT SCREWS. PROVIDE CALCULATIONS USING THE CORRECT | | | APPROVED ASSEMBLY. | | | | | | ***RESPONSE:. NOT ADDRESSED CORECTLY. | | | | | | 4- FASTENER SPACING NEED TO BE ROUNDED DOWN TO THE NEXT | | | WHOLE NUMBER NOT ROUNDED UP. SEE SEC. 10.4.5 OF RAS 117 | | | CALCULATIONS. REVISE FASTENER SPACING FOR PERIMETER AND | | | CORNER | | | AREAS. | | | | | | ***RESPONSE: NOT ADDRESSED CORRECTLY. | | | | | | 5- THE DESIGN PRESSURES LISTED ON THE NOA IS APPLICABLE | | | FOR THE FIELD OF THE ROOF (ZONE 1). SEE SEC. 8.1 OF RAS | | | 117 CALCULATIONS. SPACING SHOWN FOR THE PERIMETER AREA | | | IS INCORRECT. | | | | | | | | | ***RESPONSE: NOT ADDRESSED CORRECTLY. | | | | | | | | | | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2011-10-06 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-10-06 |
Time |
16:13 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-10-06 |
Time |
16:12 |
Sent To |
|
|
| Notes |
| 2011-10-06 16:15:05 | RE-ROOF BUILDING REVIEW SECOND CHECKLIST: | | | | | | ARCHITECT TO REVISE RAS 117 CALCULATIONS SUBMITTED: | | | | | | 1- ACCORDING TO 2009 REVISIONS SEC. R301.2.1.4.3 THIS | | | BUILDING IS LOCATED ON EXPOSURE "C" NOT "B". (THIS WAS | | | REQUESTED ON FIRS CHECKLIST). ARCHITECT NEED TO REVISE | | | CALCULATIONS USING THE DESIGN PRESSURES FOR EXPOSURE | | | "B". | | | | | | 2- ARCHITECT TO REVIEW NOA SUBMITTED. THE WIDTH OF THE | | | ANCHOR BASE SHEET IS NOT 36". SEE NOA AND REVISE | | | CALCULATIONS AS REQUIRED. | | | | | | 3- CONTRACTOR SAID USING ASSEMBLY WITH RING SHANK NAILS | | | NOT SCREWS. PROVIDE CALCULATIONS USING THE CORRECT | | | APPROVED ASSEMBLY. | | | | | | 4- FASTENER SPACING NEED TO BE ROUNDED DOWN TO THE NEXT | | | WHOLE NUMBER NOT ROUNDED UP. SEE SEC. 10.4.5 OF RAS 117 | | | CALCULATIONS. REVISE FASTENER SPACING FOR PERIMETER AND | | | CORNER AREAS. | | | | | | 5- THE DESIGN PRESSURES LISTED ON THE NOA IS APPLICABLE | | | FOR THE FIELD OF THE ROOF (ZONE 1). SEE SEC. 8.1 OF RAS | | | 117 CALCULATIONS. SPACING SHOWN FOR THE PERIMETER AREA | | | IS INCORRECT. | | | | | | | | | | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2011-09-30 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-09-30 |
Time |
09:23 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-09-30 |
Time |
08:53 |
Sent To |
|
|
| Notes |
| 2011-09-30 09:33:59 | RESIDENTIAL (R3) RE-ROOF BUILDING REVIEW CHECKLIST. | | | 2007 FLORIDA RESIDENTIAL CODE WITH 2009 REVISIONS. | | | | | | 1- FLAT ROOF NOA 07-1203.01 SUBMITTED WAS SUPERSEDED BY | | | MIAMI-DADE. VISIT MIAMI-DADE WEBSITE AND DOWNLOAD | | | CURRENT NOA AND RESUBMIT 2 NEW COPIES. | | | | | | 2- PROVIDE SIGNED AND SEALED RAS 117 CALCULATIONS FOR | | | NAIL ENHANCING AT PERIMETER AND CORNER AREAS AS | | | REQUIRED BY GENERAL LIMITATION #7 ON LAST PAGE OF NOA | | | SUBMITTED. NEED RAS 117 CALCULATIONS TO COMPLY WITH THE | | | DESIGN PRESSURES OF SEC. R301.2.1.4.3. | | | ***NOTE: DESIGN PROFESSIONAL DOING THE CALCULATIONS TO | | | TAKE INTO CONSIDERATION THAT ACCORDING TO THE 2009 | | | REVISIONS THIS BUILDING IS LOCATED ON EXPOSURE "C". | | | | | | 3- SPECIFY ROOF MEAN ROOF HEIGHT TO VERIFY COMPLIANCE | | | WITH THE DESIGN PRESSURES AS REQUIRED BY SEC. | | | R301.2.1.4.3. | | | | | | 4- VALUATION DECLARED IN THE PERMIT APPLICATION WAS | | | UPDATED AS REQUIRED BY SEC. 108.3 CITY AMENDMENTS TO | | | FBC. PERMIT FEE BALANCE IS $149.02. | | | | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2011-10-13 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-10-13 |
Time |
10:37 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-10-13 |
Time |
10:36 |
Sent To |
|
|
| Notes |
| 2011-10-13 10:37:35 | ENGINEER FAXED CORRECTED CALCULATIONS. |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2011-10-12 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-10-12 |
Time |
16:39 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-10-12 |
Time |
16:39 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2011-10-07 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-10-07 |
Time |
16:20 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-10-07 |
Time |
16:20 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2011-10-06 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-10-06 |
Time |
16:13 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-10-06 |
Time |
16:13 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2011-09-30 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2011-09-30 |
Time |
08:54 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2011-09-30 |
Time |
08:54 |
Sent To |
|
|
| Notes |
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