| Plan Review Stops For Permit 12030532 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
7 |
Status |
P |
Date |
2012-04-16 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-04-16 |
Time |
14:05 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-04-16 |
Time |
14:04 |
Sent To |
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| Notes |
| 2012-04-16 14:07:37 | BUILDING REVIEW APPROVED WITH PROVISO: | | | | | | 1- NEED TAS 105 TEST AS REQUIRED BY GENERAL LIMITATION | | | #5 ON STEEL DECK NOA 11-0601.08 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
6 |
Status |
F |
Date |
2012-04-13 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-04-13 |
Time |
14:50 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-04-13 |
Time |
14:50 |
Sent To |
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| Notes |
| 2012-04-13 14:51:14 | GOOD MORNING JASON, | | | THE RAS 117 CALCULATIONS ARE OK. PLEASE PROVIDE 2 | | | COPIES WITH ORIGINAL SEAL AND SIGNATURE. PLEASE PROVIDE | | | 2 COPIES OF NOA. PLEASE PROVIDE FASTENER PULL OUT TEST | | | REPORT TAS 105 AS REQUIRED BY GENERAL LIMITATION #5 ON | | | LAST PAGE OF NOA (THIS IS REQUIRED BECAUSE IF PULL OUT | | | RESISTANCE IS LESS THAN THE INDICATED VALUE, THEN IT | | | WILL NOT BE ACCEPTABLE). | | | REGARDING THE 208FR SPECS I SUGGEST YOU TO CONTACT | | | TAMKO. PLEASE NOTICE THAT PAGE 8 OF THE NOA CALLS FOR | | | BASE INSULATION LAYER MINIMUM 1.5" THICK AND TOP | | | INSULATION LAYER MINIMUM 1/2" THICK. REGARDING THE | | | NUMBER OF PLY SHEETS THE NOA SAYS ONE OR MORE PLIES. | | | THIS IS WHAT I WILL ASK TAMKO FOR CLARIFICATION. | | | PLEASE CONTACT ME IF YOU HAVE ANY OTHER QUESTION, | | | SINCERELY, | | | | | | | | | | | | JULIO C. GOMEZ | | | CITY OF WEST PALM BEACH | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | DEVELOPMENT SERVICES DEPARTMENT | | | (561)805-6712 | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
5 |
Status |
F |
Date |
2012-04-12 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-04-12 |
Time |
12:45 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-04-12 |
Time |
12:44 |
Sent To |
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| Notes |
| 2012-04-12 12:47:59 | RE-ROOF BUILDING REVIEW 5TH CHECKLIST: | | | 2010 FBC. | | | | | | ***NOTE: E-MAIL COPY OF THIS COMMENTS WERE SENT TO | | | ROBERT BROWN (ASSISTANT BUILDING OFFICIAL) FOR HIS | | | REVIEW. THIS IS THE 5TH TIME THAT THE RAS 117 | | | CALCULATIONS WERE REQUESTED. | | | | | | 1- ENGINEER TO PROVIDE RAS 117 CALCULATIONS AS REQUIRED | | | BY GENERAL LIMITATION #7 ON LAST PAGE OF NOA 11-0601.08 | | | SUBMITED FOR THE STEEL DECK. | | | ENGINEER CALCULATIONS SUBMITTED ARE NOT THE REQUESTED | | | RAS 117 CALCULATIONS. ENGINEER NEEDS TO GET FAMILIAR ON | | | HOW THE RAS 117 CALCULATIONS ARE DONE. THEN, THE | | | ENGINEER NEEDS TO REVIEW THE SELECTED APPROVED ASSEMBLY | | | FROM THE PRODUCT APPROVAL FOR THE STEEL DECK. AND, | | | THEN, DO THE RAS 117 CALCULATIONS. | | | (NOTE: APPROVED ASSEMBLIES THAT ARE LIMITED BY GENERAL | | | LIMITATION #9 CAN'T BE USED. SEE GENERAL LIMITATION #9 | | | ON LAST PAGE OF NOA SUBMITTED). | | | | | | 2- ENGINEER TO TAKE INTO CONSIDERATION THAT ACCORDING | | | TO SEC. 1609.4.3 THIS BUILDING IS LOCATED ON EXPOSURE | | | "C" NOT "B". NEED TO REVISE THE DESIGN PRESSURES | | | CALCULATIONS SUBMITTED AT THIS TIME WHEN DOING THE RAS | | | 117 CALCULATIONS. | | | | | | 3- PLEASE SUBMIT 2 COPIES OF THE NOA FOR THE STEEL DECK | | | ALONG WITH THE SPECIFIC APPROVED ASSEMBLY TO BE | | | INSTALLED. (DCA RULE 9N-3). | | | | | | 4- A) ALL CALCULATIONS COMING FROM THE ENGINEER NEED | | | ENGINEER'S ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY | | | CHAPTER 471 FLORIDA STATUTE. | | | | | | B) ENGINEER NEEDS TO PROVIDE ALL HIS INFORMATION ON THE | | | CALCULATIONS AS REQUIRED BY CHAPTER 471 FLORIDA | | | STATUTES WHEN SUBMITTING CALCULATIONS FOR PUBLIC | | | RECORDS. | | | | | | IF YOU HAVE ANY QUESTIONS, PLEASE CALL | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
F |
Date |
2012-04-06 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-04-06 |
Time |
15:23 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-04-06 |
Time |
15:22 |
Sent To |
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| Notes |
| 2012-04-06 15:25:45 | RE-ROOF FOURTH BUILDING REVIEW COMMENTS. | | | 2010 FBC. | | | | | | 1- STEEL DECK NOA 11-0601.08 SUBMITTED: THE SELECTED | | | APPROVED ASSEMBLY ON PAGE 6 AND 7 IS LIMITED BY GENERAL | | | LIMITATION #9. THIS ASSEMBLY CAN'T BE USED BECAUSE | | | LIMITATION #9 DOESN'T ALLOW NAIL ENHANCING AND THE | | | DESIGN PRESSURES ARE TOO LOW TO MEET THE DESIGN | | | PRESSURES OF FBC SEC. 1609. SEE GENERAL LIMITATION #9 | | | ON LAST PAGE OF NOA. | | | | | | 2- NEED TO SPECIFY APPROVED ASSEMBLY WITH GENERAL | | | LIMITATION #7 AND NEED SIGNED AND SEALED RAS 117 | | | CALCULATIONS AS REQUIRED BY GENERAL LIMITATION #7. | | | ***NOTE: CALCULATIONS SUBMITTED FROM ECS FLORIDA LLC | | | ARE NOT THE RAS 117 CALCULATIONS. ENGINEER FROM ECS | | | FLORIDA NEEDS TO REVIEW SELECTED ASSEMBLY FROM NOA FOR | | | STEEL DECKS AND THEN PROVIDE THE RAS 117 CALCULATIONS. | | | COORDINATE WITH ITEM #1 ABOVE. | | | ALSO, ENGINEER TO USE CURRENT CODE 2010 FBC. | | | | | | IF YOU HAVE ANY QUESTIONS, PLEASE CALL | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2012-03-29 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-03-29 |
Time |
16:57 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-03-29 |
Time |
16:57 |
Sent To |
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| Notes |
| 2012-03-29 16:57:59 | RE-ROOF BUILDING REVIEW COMMENTS. | | | 2010 FBC. | | | | | | 1- STEEL DECK NOA 11-0601.08 SUBMITTED: THE SELECTED | | | APPROVED ASSEMBLY ON PAGE 6 AND 7 IS LIMITED BY GENERAL | | | LIMITATION #9. THIS ASSEMBLY CAN'T BE USED BECAUSE | | | LIMITATION #9 DOESN'T ALLOW NAIL ENHANCING AND THE | | | DESIGN PRESSURES ARE TOO LOW TO MEET THE DESIGN | | | PRESSURES OF FBC SEC. 1609. | | | | | | 2- NEED ASSEMBLY WITH GENERAL LIMITATION #7 AND NEED | | | SIGNED AND SEALED RAS 117 CALCULATIONS AS REQUIRED BY | | | GENERAL LIMITATION #7. | | | | | | IF YOU HAVE ANY QUESTIONS, PLEASE CALL | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2012-03-26 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-03-26 |
Time |
10:58 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-03-26 |
Time |
10:57 |
Sent To |
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|
| Notes |
| 2012-03-26 11:08:14 | RE-ROOF BUILDING REVIEW COMMENTS. | | | 2010 FBC. | | | | | | 1- STEEL DECK NOA 11-0601.08 SUBMITTED: THE SELECTED | | | APPROVED ASSEMBLY ON PAGE 6 AND 7 IS LIMITED BY GENERAL | | | LIMITATION #9. THIS ASSEMBLY CAN'T BE USED BECAUSE | | | LIMITATION #9 DOESN'T ALLOW NAIL ENHANCING AND THE | | | DESIGN PRESSURES ARE TOO LOW TO MEET THE DESIGN | | | PRESSURES OF FBC SEC. 1609. | | | | | | 2- NEED ASSEMBLY WITH GENERAL LIMITATION #7 AND NEED | | | SIGNED AND SEALED RAS 117 CALCULATIONS AS REQUIRED BY | | | GENERAL LIMITATION #7. | | | | | | 3- REVISE THE RAS 117 CALCULATIONS SUBMITTED FOR THE | | | WOOD DECK. NEED TO REVISE THE DESIGN PRESSURES AS | | | CALCULATED BY FBC 2010 WHICH IS THE CURRENT CODE THAT | | | WENT INTO EFFECT ON MARCH 15 2012. | | | | | | IF YOU HAVE ANY QUESTIONS, PLEASE CALL | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2012-03-22 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-03-22 |
Time |
18:53 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-03-22 |
Time |
18:44 |
Sent To |
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| Notes |
| 2012-03-22 18:54:43 | RE-ROOF BUILDING REVIEW COMMENTS | | | 2010 FBC. | | | | | | 1- PROVIDE RAS 117 CALCULATIONS FOR NAIL ENHANCING AT | | | PERIMETER AND CORNER AREAS AS REQUIRED BY GENERAL | | | LIMITATION #7 ON LAST PAGE OF NOA 09-0820.11 SUBMITTED. | | | NEED NAIL ENHANCING TO MEET THE DESIGN PRESSURES | | | REQUIRED BY SEC. 1609 FBC. | | | | | | IF YOU HAVE ANY QUESTIONS, PLEASE CALL | | | JULIO GOMEZ | | | COMMERCIAL COMBINATION PLANS EXAMINER | | | (561)805-6712 |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
7 |
Status |
N |
Date |
2012-04-16 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-04-16 |
Time |
14:05 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-04-16 |
Time |
14:05 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
6 |
Status |
N |
Date |
2012-04-13 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-04-13 |
Time |
14:50 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-04-13 |
Time |
14:50 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2012-04-12 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-04-12 |
Time |
12:44 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-04-12 |
Time |
12:44 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2012-04-06 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-04-06 |
Time |
15:22 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-04-06 |
Time |
15:22 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2012-03-29 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-03-29 |
Time |
16:56 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-03-29 |
Time |
16:56 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2012-03-26 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-03-26 |
Time |
10:58 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-03-26 |
Time |
10:58 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2012-03-22 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2012-03-22 |
Time |
18:44 |
Rev Time |
0.00 |
| Received By |
jgomez |
Date |
2012-03-22 |
Time |
18:44 |
Sent To |
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| Notes |
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