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Plan Review Details - Permit 13110691
| Plan Review Stops For Permit 13110691 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
6 |
Status |
P |
Date |
2014-03-14 |
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Cont ID |
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| Sent By |
shill |
Date |
2014-03-14 |
Time |
15:33 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-03-14 |
Time |
15:33 |
Sent To |
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|
| Notes |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
5 |
Status |
P |
Date |
2014-02-27 |
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|
Cont ID |
|
| Sent By |
shill |
Date |
2014-02-27 |
Time |
11:18 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-02-27 |
Time |
11:18 |
Sent To |
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|
| Notes |
| 2014-02-27 11:19:25 | ****PROVISO**** | | | ****REVISION REQUIRED PRIOR TO FIRST INSPECTION**** | | | ****ISSUED AT CONTRACTOR'S RISK**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | SUBMIT AN INSTALLATION SCHEDULE AS A REVISION FOR | | | REVIEW PRIOR TO FIRST INSPECTION | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
4 |
Status |
F |
Date |
2014-02-22 |
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|
Cont ID |
|
| Sent By |
shill |
Date |
2014-02-22 |
Time |
10:38 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-02-22 |
Time |
10:38 |
Sent To |
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|
| Notes |
| 2014-02-22 10:38:17 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | AN ATTEMPT WAS MADE TO REDLINE THE INSTALLATION | | | SCHEDULE TO MAKE IT CONSISTENT WITH THE INFORMATION | | | CIRCLED ON THE PRODUCT APPROVAL. HOWEVER, SOME OF THE | | | DETAILS PROPOSED ARE IN CONFLICT WITH INFORMATION ON | | | THE INSTALLATION SCHEDULE AND THE WRONG CHART WAS USED | | | (WRONG SPAN). | | | | | | COMMENTS FROM PREVIOUS LIST: | | | | | | 1. SHUTTER CONNECTION MOUNTING TYPE PROPOSED NOT CLEAR. | | | TOP IS 6B, SEE SHEET 6, NO 6B. SECTION 6 IS FOR POURED | | | CONCRETE, INSTALLATION SCHEDULE STATES TOP SUBSTRATE IS | | | WOOD. | | | | | | **4TH REVIEW, ALT 1 WAS CIRCLED ON THE PRODUCT | | | APPROVAL, BUT INSTALLATION SCHEDULE STILL PROPOSES SECT | | | 6B. PLEASE REVISE TO ALT 1. | | | | | | 2. ANCHOR SPACING DOES NOT APPEAR TO COMPLY WITH | | | REQUIREMENTS OF PRODUCT APPROVAL. 12", 1, TOP CIRCLED | | | ON SHEET 5, 3" EDGE DISTANCE. SEE FACTOR CHART ON SHEET | | | 5; THIS REQUIRES A .35 FACTOR APPLIED TO THE ANCHOR | | | SPACING (12" X .35). THIS CHART IS FOR CONCRETE | | | SUBSTRATE, INSTALLATION SCHEDULE STATES TOP IS WOOD. | | | PLEASE CORRELATE. | | | | | | **4TH REVIEW, ANCHOR SPACING TOP WAS CHANGED TO 6". | | | FASTENER PROPOSED IS TAPCON, LAG SCREW REQUIRED FOR | | | THIS CONNECTION TYPE. REVISE. | | | | | | **BOTTOM, SECTION 3 PROPOSED ON THE INSTALLATION | | | SCHEDULE, SECTION 6 CIRCLED ON PRODUCT APPROVAL. | | | | | | **BOTTOM, 12" PROPOSED, BUT 11" CIRCLED ON THE PRODUCT | | | APPROVAL. | | | | | | **BOTTOM, TAPCONS PROPOSED, CALK-IN CIRCLED ON PRODUCT | | | APPROVAL. | | | | | | 3. THE 8' OR LESS CHART WAS USED, SHEET 5, BUT THE SPAN | | | STATED IS 110". SPAN SHOULD BE MEASURED ANCHOR TO | | | ANCHOR, WHICH SHOULD BE 116" FOR A 110" OPENING WITH 3" | | | EDGE DISTANCE TOP AND BOTTOM. REVISE. | | | | | | **RESPONSE FROM CONTRACTOR STATES - "WITH DESIGN | | | PRESSURE SPAN IS 9'8" @ 117" SHUTTER SIZE 112". " | | | PLEASE SEE ANCHOR CHART ON SHEET 5 OF 8. ITEMS CIRCLED | | | WERE FOR 8'0" SPAN OR LESS. THE CHART UNDERNEATH THIS | | | IS THE ANCHOR SPACING FOR 8'0" TO 9'8". IF SECTION 6 | | | BOTTOM IS PROPOSED, 8" ANCHOR SPACING IS REQUIRED. THE | | | CHART USED BY CONTRACTOR IS FOR SPANS OF 96" AND LESS. | | | | | | CONTRACTOR IS REFERRING TO THE CHART ON SHEET 6 WHICH | | | IS LIMITATIONS FOR VARIOUS TYPES OF TRACKS/MOUNTING. | | | THE SPAN IS DETERMINED BY THE ACTUAL SIZE OF THE PANEL. | | | ANCHOR SPACING DETERMINED BY SPAN OF PANEL (NOT SPAN | | | ALLOWED BY DESIGN PRESSURE), CONNECTION TYPE AND | | | FASTENER PROPOSED. | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
F |
Date |
2014-02-09 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-02-09 |
Time |
13:33 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-02-09 |
Time |
13:33 |
Sent To |
|
|
| Notes |
| 2014-02-09 13:34:44 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | THE SAME INSTALLATION SCHEUDLE DATED 1/3 WAS SUBMITTED. | | | ALL COMMENTS FROM PREVIOUS REVIEW WERE IN REGARDS TO | | | THE INSTALLATIN SCHEDULE. AS SAME INFORMATION WAS | | | RESUBMITTED, COMMENTS REMAIN THE SAME. FOR YOUR | | | CONVENIENCE, THE COMMENTS ARE AS FOLLOWS: | | | | | | 1. SHUTTER CONNECTION MOUNTING TYPE PROPOSED NOT CLEAR. | | | TOP IS 6B, SEE SHEET 6, NO 6B. SECTION 6 IS FOR POURED | | | CONCRETE, INSTALLATION SCHEDULE STATES TOP SUBSTRATE IS | | | WOOD. | | | | | | 2. ANCHOR SPACING DOES NOT APPEAR TO COMPLY WITH | | | REQUIREMENTS OF PRODUCT APPROVAL. 12", 1, TOP CIRCLED | | | ON SHEET 5, 3" EDGE DISTANCE. SEE FACTOR CHART ON SHEET | | | 5; THIS REQUIRES A .35 FACTOR APPLIED TO THE ANCHOR | | | SPACING (12" X .35). THIS CHART IS FOR CONCRETE | | | SUBSTRATE, INSTALLATION SCHEDULE STATES TOP IS WOOD. | | | PLEASE CORRELATE. | | | | | | ALSO CIRCLED IS 11", 8, BOTTOM; 12" PROPOSED. IT | | | APPEARS THAT, WITH A 3" EDGE DISTANCE, ANCHOR SPACING | | | TO BE 11" X .35. | | | | | | 3. THE 8' OR LESS CHART WAS USED, SHEET 5, BUT THE SPAN | | | STATED IS 110". SPAN SHOULD BE MEASURED ANCHOR TO | | | ANCHOR, WHICH SHOULD BE 116" FOR A 110" OPENING WITH 3" | | | EDGE DISTANCE TOP AND BOTTOM. REVISE. | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2014-01-24 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-01-24 |
Time |
18:03 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-01-24 |
Time |
18:03 |
Sent To |
|
|
| Notes |
| 2014-01-24 18:10:54 | ****CORRECTIONS**** | | | | | | SAMANTHA HILL | | | BUILDING PLANS EXAMINER | | | [email protected] | | | 561-805-6724 | | | | | | 1. SHUTTER CONNECTION MOUNTING TYPE PROPOSED NOT CLEAR. | | | TOP IS 6B, SEE SHEET 6, NO 6B. SECTION 6 IS FOR POURED | | | CONCRETE, INSTALLATION SCHEDULE STATES TOP SUBSTRATE IS | | | WOOD. | | | | | | 2. ANCHOR SPACING DOES NOT APPEAR TO COMPLY WITH | | | REQUIREMENTS OF PRODUCT APPROVAL. 12", 1, TOP CIRCLED | | | ON SHEET 5, 3" EDGE DISTANCE. SEE FACTOR CHART ON SHEET | | | 5; THIS REQUIRES A .35 FACTOR APPLIED TO THE ANCHOR | | | SPACING (12" X .35). THIS CHART IS FOR CONCRETE | | | SUBSTRATE, INSTALLATION SCHEDULE STATES TOP IS WOOD. | | | PLEASE CORRELATE. | | | | | | ALSO CIRCLED IS 11", 8, BOTTOM; 12" PROPOSED. IT | | | APPEARS THAT, WITH A 3" EDGE DISTANCE, ANCHOR SPACING | | | TO BE 11" X .35. | | | | | | 3. THE 8' OR LESS CHART WAS USED, SHEET 5, BUT THE SPAN | | | STATED IS 110". SPAN SHOULD BE MEASURED ANCHOR TO | | | ANCHOR, WHICH SHOULD BE 116" FOR A 110" OPENING WITH 3" | | | EDGE DISTANCE TOP AND BOTTOM. REVISE. | | | | | | | | | |
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| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2013-12-03 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2013-12-03 |
Time |
18:36 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2013-12-03 |
Time |
18:36 |
Sent To |
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|
| Notes |
| 2013-12-03 18:37:16 | ****CORRECTIONS**** | | | SAMANTHA HILL, BUILDING PLANS EXAMINER | | | 561-805-6724 [email protected] | | | FBC FLORIDA BUILDING CODE 2010 | | | FBC R FLORIDA BUILDING CODE 2010 RESIDENTIAL | | | | | | | | | 1. COMPLETE THE SAMPLE INSTALLATION SCHEDULE OR PROVIDE | | | ALL INFORMATION TO SHOW CODE COMPLIANCE IN ANOTHER | | | FORMAT, FBC*106, FBC R301, FBC1609. TWO SETS REQUIRED. | | | THIS FORM IS AVAILABLE IN THE LOBBY OR ON THE INTERNET | | | AT | | | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/PDF/SCHEDULE_FOR_ | | | INSTALLATION.PDF | | | | | | 2. PROVIDE THE FLORIDA STATE PRODUCT APPROVAL COVER | | | SHEET, FAC9N-3. | | | |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
5 |
Status |
N |
Date |
2014-03-14 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-03-14 |
Time |
15:33 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-02-28 |
Time |
16:57 |
Sent To |
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|
| Notes |
| 2014-03-04 16:58:05 | RESUBMITTAL SENT TO SAMANTHA'S DESK FOR REVIEW. JG. |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
4 |
Status |
N |
Date |
2014-02-22 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-02-22 |
Time |
11:17 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-02-22 |
Time |
11:17 |
Sent To |
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| Notes |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2014-02-09 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-02-09 |
Time |
13:34 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-01-31 |
Time |
11:32 |
Sent To |
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| Notes |
| 2014-01-31 11:32:59 | INCOMING SENT TO S. H. DESK. JW |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2014-01-24 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2014-01-24 |
Time |
18:10 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2014-01-06 |
Time |
08:13 |
Sent To |
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|
| Notes |
| 2014-01-07 08:14:01 | SENT TO S HILL |
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| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2013-12-03 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2013-12-03 |
Time |
18:37 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2013-11-21 |
Time |
10:36 |
Sent To |
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| Notes |
| 2013-11-21 10:37:21 | ROUTED TO BLDG LESS THAN 5000 |
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