| Plan Review Stops For Permit 20111057 |
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
3 |
Status |
P |
Date |
2021-03-29 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2021-03-29 |
Time |
16:49 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2021-03-29 |
Time |
16:49 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
2 |
Status |
F |
Date |
2021-02-17 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2021-02-17 |
Time |
14:17 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2021-02-17 |
Time |
14:17 |
Sent To |
|
|
| Notes |
| 2021-02-17 14:40:30 | NEW SIDING | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected]. | | | CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1 | | | AMENDMENTS | | | | | | CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107 | | | 1) PRODUCT APPROVAL PROVIDED IS FOR "REVEAL" AND | | | "PRESSED REVEAL" 48" WIDE X 96" LONG - PLEASE PROVIDE | | | THE PRODUCT APPROVAL FOR "HARDIEPLANK" LAP SIDING - | | | FLORIDA STATE PRODUCT APPROVAL CAN BE FOUND AT ( HTTPS: | | | //WWW.FLORIDABUILDING.ORG/PR/PR_APP_DTL.ASPX?PARAM=WGEV | | | XQWTDQTSK%2BGNUU47OQXMAHRNHILDHQLEIJJDGBAR2WA%2BS4GYEG% | | | 3D%3D ). OR | | | ( HTTPS://WWW.FLORIDABUILDING.ORG/PR/PR_APP_SRCH.ASPX ) | | | AND SEARCH FOR ( FL 13192 ) AND SEE IF THATS WHAT YOU | | | ARE USING. | | | 2) THE JOB VALUE SHOWN ON THE BUILDING PERMIT | | | APPLICATION APPEARS TO BE LOW - PLEASE REVISE THE | | | BUILDING PERMIT APPLICATION TO SHOW THE CORRECT JOB | | | VALUE - (JOB VALUE SHOULD INCLUDE MATERIALS + LABOR AS | | | IF A CONTRACTOR PRICED THE JOB) - FBC WPB AMENDMENTS ? | | | FOR PERMITTING PURPOSES THE VALUE OF ALL LABOR AND | | | MATERIALS REQUIRED TO COMPLETE THE PROJECT ARE REQUIRED | | | TO BE INCLUDED IN THE COST. FBC 109.3 BUILDING PERMIT | | | VALUATION. FOR PERMITTING PURPOSES, VALUATION OF | | | BUILDINGS AND SYSTEMS SHALL BE TOTAL REPLACEMENT VALUE | | | TO INCLUDE STRUCTURAL, ELECTRIC, PLUMBING, MECHANICAL, | | | INTERIOR FINISH, RELATIVE SITE WORK, ARCHITECTURAL AND | | | DESIGN FEES, MARKETING COST, OVERHEAD AND PROFIT; | | | EXCLUDING ONLY LAND VALUE. VALUATION REFERENCES MAY | | | INCLUDE THE LATEST PUBLISHED DATA OF NATIONAL | | | CONSTRUCTION COST ANALYSIS SERVICES (MARSHALL ? SWIFT, | | | MEANS, ETC.) AS PUBLISHED BY INTERNATIONAL CODE | | | CONGRESS. FINAL BUILDING PERMIT VALUATION SHALL BE SET | | | BY THE BUILDING OFFICIAL. |
|
|
| Review Stop |
B |
BUILDING (STRUCTURAL) |
| Rev No |
1 |
Status |
F |
Date |
2020-12-21 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2020-12-21 |
Time |
13:12 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2020-12-21 |
Time |
13:01 |
Sent To |
|
|
| Notes |
| 2020-12-21 13:12:36 | NEW SIDING | | | REVIEWED BY ROGER MCPHERSON | | | 561-805-6716 | | | [email protected]. | | | CODE USED FOR REVIEW - 2017 FBC WITH WPB CHAPTER 1 | | | AMENDMENTS | | | | | | CORRECTIONS NEEDED - FBC WPB AMENDMENTS 107 | | | 1) PLEASE PROVIDE A BUILDING LAYOUT SHOWING WHICH WALLS | | | ARE TO RECEIVE SIDING. | | | 2) PLEASE WRITE A SCOPE OF WORK ON THE BUILDING LAYOUT | | | DRAWING STATING WHAT YOU ARE DOING (REPLACING OLD | | | SIDING?) (ADDING SIDING TO EXISTING STUCCO WALLS?) | | | 3) SIDING IS SUBJECT TO WIND LOADS - PLEASE PROVIDE A | | | MIAMI DADE OR FLORIDA STATE PRODUCT APPROVAL WHICH WILL | | | SHOW THE WIND PRESSURES AND HOW TO INSTALL THE SIDING | | | OR PROVIDE DRAWINGS SHOWING HOW TO INSTALL THE SIDING | | | ALONG WITH STRUCTURAL CALCULATIONS FOR THE WIND LOADS | | | OR PROVIDE SIGNED AND SEALED SIDING ATTACHMENT DRAWINGS | | | FROM AN ARCHITECT OR ENGINEER. | | | TO COMPLY WITH FBC R703.1.2 WIND RESISTANCE. | | | WALL COVERINGS, BACKING MATERIALS AND THEIR ATTACHMENTS | | | SHALL BE CAPABLE OF RESISTING WIND LOADS IN ACCORDANCE | | | WITH TABLES R301.2(2) AND R301.2(3) FOR WALLS USING AN | | | EFFECTIVE WIND AREA OF 10 SQUARE FEET. WIND-PRESSURE | | | RESISTANCE OF THE SIDING AND BACKING MATERIALS SHALL BE | | | DETERMINED BY ASTM E330 OR OTHER APPLICABLE STANDARD | | | TEST METHODS. WHERE WIND-PRESSURE RESISTANCE IS | | | DETERMINED BY DESIGN ANALYSIS, DATA FROM APPROVED | | | DESIGN STANDARDS AND ANALYSIS CONFORMING TO GENERALLY | | | ACCEPTED ENGINEERING PRACTICE SHALL BE USED TO EVALUATE | | | THE SIDING AND BACKING MATERIAL AND ITS FASTENING. ALL | | | APPLICABLE FAILURE MODES INCLUDING BENDING RUPTURE OF | | | SIDING, FASTENER WITHDRAWAL AND FASTENER HEAD | | | PULL-THROUGH SHALL BE CONSIDERED IN THE TESTING OR | | | DESIGN ANALYSIS. WHERE THE WALL COVERING AND THE | | | BACKING MATERIAL RESIST WIND LOAD AS AN ASSEMBLY, USE | | | OF THE DESIGN CAPACITY OF THE ASSEMBLY SHALL BE | | | PERMITTED. |
|
|
| Review Stop |
HIST |
HISTORICAL |
| Rev No |
3 |
Status |
P |
Date |
2021-03-30 |
|
|
Cont ID |
|
| Sent By |
fmittner |
Date |
2021-03-30 |
Time |
10:34 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2021-03-30 |
Time |
10:34 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
HIST |
HISTORICAL |
| Rev No |
2 |
Status |
P |
Date |
2021-03-12 |
|
|
Cont ID |
|
| Sent By |
fmittner |
Date |
2021-03-12 |
Time |
16:45 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2021-03-12 |
Time |
16:45 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
HIST |
HISTORICAL |
| Rev No |
1 |
Status |
F |
Date |
2020-12-28 |
|
|
Cont ID |
|
| Sent By |
fmittner |
Date |
2020-12-28 |
Time |
16:27 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2020-12-28 |
Time |
16:27 |
Sent To |
|
|
| Notes |
| 2020-12-28 16:28:23 | HISTORIC PROPERTY WITH WOOD SIDING, NEED TO RETAIN WOOD | | | SIDING AND REPAIR WITH WOOD ON LIMITED BASIS. IF AREAS | | | ARE NOT CURRENTLY WOOD SIDING NEED TO DEMONSTRATE WITH | | | PHOTOS AND DIAGRAMS. |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
3 |
Status |
N |
Date |
2021-03-30 |
|
|
Cont ID |
|
| Sent By |
lmarchan |
Date |
2021-03-30 |
Time |
14:24 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2021-03-17 |
Time |
15:02 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
2 |
Status |
N |
Date |
2021-03-12 |
|
|
Cont ID |
|
| Sent By |
lmarchan |
Date |
2021-03-12 |
Time |
17:02 |
Rev Time |
0.00 |
| Received By |
lmarchan |
Date |
2021-02-03 |
Time |
07:43 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
I |
INCOMING/PROCESSING |
| Rev No |
1 |
Status |
N |
Date |
2021-01-04 |
|
|
Cont ID |
|
| Sent By |
shill |
Date |
2021-01-04 |
Time |
10:34 |
Rev Time |
0.00 |
| Received By |
shill |
Date |
2020-12-15 |
Time |
15:47 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
3 |
Status |
N |
Date |
2021-03-29 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2021-03-29 |
Time |
16:49 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2021-03-29 |
Time |
16:49 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
2 |
Status |
F |
Date |
2021-02-17 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2021-02-17 |
Time |
14:41 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2021-02-17 |
Time |
14:41 |
Sent To |
|
|
| Notes |
| 2021-02-17 14:41:59 | SEE BUILDING PLAN REVIEW |
|
|
| Review Stop |
SIGNATURE |
ELECTRONIC SIGNATURE SHEET |
| Rev No |
1 |
Status |
F |
Date |
2020-12-21 |
|
|
Cont ID |
|
| Sent By |
rmcphers |
Date |
2020-12-21 |
Time |
13:12 |
Rev Time |
0.00 |
| Received By |
rmcphers |
Date |
2020-12-21 |
Time |
13:12 |
Sent To |
|
|
| Notes |
| 2020-12-21 13:13:22 | SEE BUILDING PLAN REVIEW |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
2 |
Status |
P |
Date |
2021-03-12 |
|
|
Cont ID |
|
| Sent By |
fmittner |
Date |
2021-03-12 |
Time |
16:45 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2021-03-12 |
Time |
16:45 |
Sent To |
|
|
| Notes |
|
|
| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
F |
Date |
2020-12-28 |
|
|
Cont ID |
|
| Sent By |
kalexand |
Date |
2020-12-28 |
Time |
16:28 |
Rev Time |
0.00 |
| Received By |
fmittner |
Date |
2020-12-28 |
Time |
16:28 |
Sent To |
|
|
| Notes |
| 2020-12-28 16:28:47 | SEE HISTORIC COMMENTS |
|
|