| Plan Review Stops For Permit 01101423 |
| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
P |
Date |
2001-11-14 |
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Cont ID |
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| Sent By |
dpalmer |
Date |
2001-11-14 |
Time |
15:30 |
Rev Time |
0.00 |
| Received By |
dpalmer |
Date |
2001-11-14 |
Time |
15:30 |
Sent To |
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| Notes |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
2 |
Status |
P |
Date |
2001-12-12 |
|
|
Cont ID |
|
| Sent By |
pkrauss |
Date |
2001-12-12 |
Time |
13:20 |
Rev Time |
0.10 |
| Received By |
pkrauss |
Date |
|
Time |
|
Sent To |
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| Notes |
| 2001-12-12 00:00:00 | MECHANICAL PERMIT 01120625..APOLLO AIR. |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
1 |
Status |
P |
Date |
2001-11-10 |
|
|
Cont ID |
|
| Sent By |
hmoser |
Date |
2001-11-10 |
Time |
12:17 |
Rev Time |
0.33 |
| Received By |
hmoser |
Date |
2001-11-10 |
Time |
12:17 |
Sent To |
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|
| Notes |
| 2001-11-10 00:00:00 | NO MECHANICAL PERMIT NUMBER ON THIS | | | APPLICATION11/10/01H.M. |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
P |
Date |
2001-11-08 |
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|
Cont ID |
|
| Sent By |
jleech |
Date |
2001-11-08 |
Time |
17:48 |
Rev Time |
0.33 |
| Received By |
jleech |
Date |
2001-11-08 |
Time |
17:48 |
Sent To |
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| Notes |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
5 |
Status |
P |
Date |
2002-02-28 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2002-02-28 |
Time |
14:23 |
Rev Time |
0.25 |
| Received By |
jgomez |
Date |
2002-02-28 |
Time |
14:23 |
Sent To |
|
|
| Notes |
| 2002-02-28 00:00:00 | DOOR PRODUCT APPROVAL. |
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|
| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
4 |
Status |
P |
Date |
2002-02-23 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2002-02-23 |
Time |
17:02 |
Rev Time |
0.33 |
| Received By |
jgomez |
Date |
2002-02-23 |
Time |
17:02 |
Sent To |
|
|
| Notes |
| 2002-02-23 00:00:00 | TRUSS DRAWINGS AND REVISED DWG. |
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|
| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
3 |
Status |
F |
Date |
2002-01-19 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2002-01-19 |
Time |
14:53 |
Rev Time |
1.30 |
| Received By |
jgomez |
Date |
2002-01-19 |
Time |
14:53 |
Sent To |
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|
| Notes |
| 2002-01-19 00:00:00 | SUBMITTAL CHECKLIST: | | | 1-PROVIDE REVISED ENERGY CALCULATIONS. | | | THEY ARE REQUIRED FOR BUILDING PLAN | | | REVIEW ALSO. NOT ONLY FOR MECH. REVIEW | | | 2-PROVIDE PRODUCT APPROVAL FOR ENTRY | | | DOORS. PRODUCT APPROVAL SUBMITTED IS | | | GOOD FOR WOOD FRAMED BUILDINGS ONLY, | | | NOT FOR MASONRY CONSTRUCTION. SEE | | | PRODUCT APPROVAL. | | | -PROVIDE PRODUCT APPROVAL WITH LEGIBLE | | | DRAWINGS AS WELL. | | | 3-TRUSS DRAWINGS 2ND REVIEW: | | | A)THERE ARE SEVERAL CODES MIXED IN THE | | | TRUSS DRAWINGS: SFBC, ASCE 7-98 AND | | | SBC 1997. REVISE AS REQUIRED. | | | B)ENGINEERED TRUSSES AREN'T FOLLOWING | | | NOTE SPECIFIED BY ENGINEER OF RECORD | | | ON SHEET 3A REGARDING 3 1/2" MINIMUM | | | BEARING AT MID POINT OF TRUSS. SEE | | | NOTE ON FRAMING PLAN AT REAR PORCH. | | | C)ENGINEERED TRUSSES CALL FOR 14 FT | | | ABOVE GROUND LEVEL. THIS APPLIES TO A | | | FLAT ROOF. SLOPED ROOF IS DESIGNED | | | ACCORDING TO THE MEAN ROOF HEIGHT, | | | WHICH IN THIS CASE IS 15'. SEE DWGS | | | BY DESIGNER OF RECORD AND REVISE AS | | | REQUIRED. | | | D)TRUSS LAYOUT USES ASCE 7-95. CLARIFY. | | | 4-ENGINEER OF RECORD TO SPECIFY | | | CONNECTOR THAT RESIST THE UPLIFT LOADS | | | CALCULATED FOR TRUSS HG3. |
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|
| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
2 |
Status |
P |
Date |
2001-12-05 |
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2001-12-05 |
Time |
17:48 |
Rev Time |
0.25 |
| Received By |
jgomez |
Date |
2001-12-05 |
Time |
17:48 |
Sent To |
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|
| Notes |
| 2001-12-05 00:00:00 | RECEIVED REVISED SOIL TEST REPORT. | | | APPROVED WITH PROVISO. SEE NOTES ON | | | PREVIOUS REVIEW DATED 11-27-01. |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
1 |
Status |
|
Date |
|
|
|
Cont ID |
|
| Sent By |
jgomez |
Date |
2001-11-27 |
Time |
12:41 |
Rev Time |
3.00 |
| Received By |
jgomez |
Date |
2001-11-27 |
Time |
12:41 |
Sent To |
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|
| Notes |
| 2001-11-27 00:00:00 | APPROVED WITH PROVISO: | | | 1-FLOOD ZONE AO. NEED ELEVATION | | | CERTIFICATE. | | | 2-REVISE ENERGY CALCULATIONS. THERE IS | | | NO EXTERIOR WOOD FRAME WALL. ALSO, SEE | | | BEDRM DEFINITION & REVISE # OF BEDRMS. | | | 3-GLASS BLOCK INFORMATION IS TOO OLD. | | | IT'S WRITTEN IN 1992. PROVIDE CURRENT | | | UL ASSEMBLY SYSTEM. | | | 4-PROVIDE UPDATED PRODUCT APPROVAL FOR | | | ENTRY DOORS. | | | 5-TRUSS DRAWINGS: | | | A)UPDATE GENERAL DETAILS. USE SBC 1997 | | | FOR 110 MPH OR ASCE 7-95 FOR 140MPH. | | | B)SOME GENERAL DETAILS ARE NOT LEGIBLE. | | | C)IDENTIFY WHO REVIEW TRUSS DRAWINGS. | | | ENGINEER OF RECORD DON'T NEED TO SEAL | | | THIS DRAWING. | | | | | | 6-TYPICAL WALL SECTION: | | | -REVISE ROOF SHEATHING SPECS. SEE SEC. | | | 2306 OF CITY AMENDMENTS FOR MINIMUM | | | NAIL SIZE AND SPACING ACCORDING TO | | | THE ZONE. | | | 7-SOIL TEST ENGINEER TO PROVIDE ORIGINAL | | | SIGNATURE AS REQUIRED BY CHAPTER 471 | | | OF FLORIDA STATUTES WHEN SUBMITTING | | | DOCUMENTS FOR PUBLIC RECORDS. |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2001-10-30 |
|
|
Cont ID |
|
| Sent By |
sgraham |
Date |
2001-10-30 |
Time |
13:38 |
Rev Time |
0.25 |
| Received By |
sgraham |
Date |
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Time |
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Sent To |
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| Notes |
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