| Plan Review Stops For Permit 99121922 |
| Review Stop |
E |
ELECTRICAL |
| Rev No |
1 |
Status |
P |
Date |
2000-08-02 |
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Cont ID |
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| Sent By |
dpalmer |
Date |
2000-08-02 |
Time |
17:38 |
Rev Time |
0.00 |
| Received By |
dpalmer |
Date |
2000-08-02 |
Time |
17:38 |
Sent To |
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| Notes |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
2 |
Status |
P |
Date |
2001-01-25 |
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Cont ID |
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| Sent By |
jleech |
Date |
2001-01-25 |
Time |
19:00 |
Rev Time |
0.33 |
| Received By |
jleech |
Date |
2001-01-25 |
Time |
19:00 |
Sent To |
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| Notes |
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| Review Stop |
M |
MECHANICAL (A/C) |
| Rev No |
1 |
Status |
P |
Date |
2000-08-08 |
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Cont ID |
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| Sent By |
cthirben |
Date |
2000-08-08 |
Time |
09:51 |
Rev Time |
1.00 |
| Received By |
cthirben |
Date |
2000-08-08 |
Time |
09:47 |
Sent To |
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| Notes |
| 2001-01-08 00:00:00 | PROVISO: | | | * PROVIDE A/C SUPPLY AIR TO THE NOOK. | | | *REQUIRES AN EXHAUST FAN IN THE 1ST | | | FLOOR AS PER 1997 SMC 503.3.1.... |
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| Review Stop |
P |
PLUMBING |
| Rev No |
1 |
Status |
P |
Date |
2000-08-02 |
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Cont ID |
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| Sent By |
tlarge |
Date |
2000-08-02 |
Time |
06:33 |
Rev Time |
0.33 |
| Received By |
tlarge |
Date |
2000-08-02 |
Time |
06:21 |
Sent To |
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| Notes |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
6 |
Status |
P |
Date |
2001-01-19 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2001-01-19 |
Time |
16:53 |
Rev Time |
0.25 |
| Received By |
jgomez |
Date |
2001-01-19 |
Time |
16:53 |
Sent To |
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| Notes |
| 2001-01-19 00:00:00 | TRUSS DRAWINGS APPROVED. |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
5 |
Status |
F |
Date |
2001-01-12 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2001-01-12 |
Time |
08:42 |
Rev Time |
0.50 |
| Received By |
jgomez |
Date |
2001-01-11 |
Time |
18:43 |
Sent To |
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| Notes |
| 2001-01-11 00:00:00 | TRUSS DRAWINGS CHECKLIST: | | | 1-WHERE IS THE ENGINEERING FOR THE | | | PARALAM BEAM?. | | | 2-TRUSS DRAWINGS GENERAL DETAILS AND | | | SPECIFICATIONS PACKAGE NEED TO BE | | | COORDINATED AND UPDATED. THERE ARE | | | DETAILS ANDSPECIFICATIONS THAT ARE | | | TOO OLD AND REFERENCING OLD CODES. | | | -ENGINEER IS SIGNING AND SEALING | | | DOCUMENTS THAT HAVE THE NAME OF | | | ANOTHER ENGINEER. | | | -ENGINEER TO FOLLOW ALL REQUIREMENTS | | | OF CHAPTER 471 FLORIDA STATUTES WHEN | | | SUBMITTING DOCUMENTS FOR PUBLIC RECORD | | | 3-SUPPORT REPORT INDICATES THAT TRUSSES | | | WERE DESIGNED USING SBC 1991. CITY HAS | | | ADOPTED SBC 1997. |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
4 |
Status |
F |
Date |
2000-12-04 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2000-12-04 |
Time |
14:19 |
Rev Time |
1.00 |
| Received By |
jgomez |
Date |
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Time |
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Sent To |
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| Notes |
| 2001-01-08 00:00:00 | TRUSSES CHECKLIST: | | | 1-WHERE IS THE ENGINEERING FOR THE | | | PARALAM BEAM? | | | 2-DESIGN CRITERIA SHALL BE SPECIFIC: | | | SBCCI IS NOT THE BUILDING CODE. IT IS | | | THE ENTITY WHO PUBLISHES IT. | | | THE ACTUAL BUILDING CODE IS THE SBC | | | 1997 (STANDARD BUILDING CODE, 1997). | | | 3-THERE SHALL BE ONLY ONE MEAN ROOF | | | HEIGHT FOR ENTIRE BUILDING. REVISE | | | ENGINEERED TRUSS DRAWINGS AS REQUIRED. | | | TABLE 1606.2A SBC 1997. | | | | | | | | | | | | | | | | | | NOTES: | | | -IF YOU HAVE ANY QUESTIONS, PLEASE CALL | | | JULIO GOMEZ AT 659-8096 EXT. 8232. | | | -REMAINDER: PLEASE HAVE YOUR ENGINEER | | | REVIEW ALL TRUSS DRAWINGS PRIOR TO | | | SUBMITTAL TO THIS OFFICE. |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
3 |
Status |
P |
Date |
2000-08-23 |
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Cont ID |
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| Sent By |
jgomez |
Date |
2000-08-23 |
Time |
19:10 |
Rev Time |
2.50 |
| Received By |
jgomez |
Date |
2000-08-23 |
Time |
19:10 |
Sent To |
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| Notes |
| 2001-01-08 00:00:00 | APPROVED WITH PROVISO: | | | 1-FLOOD ZONE A8. NEED TO PROVIDE | | | ELEVATION CERTIFICATE. | | | 2-ENERGY CALCULATIONS NEED TO BE REVISED | | | SHOWING THE ACTUAL CONDITIONED FLOOR | | | AREA (2749 S.F.). THIS CAN'T BE DONE | | | MANUALLY. IT'S A COMPUTER PROGRAM. | | | 3-AREA CALCULATIONS TO BE REVISED IN | | | ORIGINAL DRAWING BY THE ENGINEER OF | | | RECORD. HE'S THE ONE RESPONSIBLE TO DO | | | ANY CHANGES IN HIS DRAWINGS. | | | 4-PROVIDE COPIES OF NORANDEX SLIDING | | | GLASS DOORS SHOWING TESTS RESULTS DONE | | | AS PER ASTM E-330. |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
2 |
Status |
F |
Date |
2000-08-08 |
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Cont ID |
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| Sent By |
rmcdouga |
Date |
2000-08-08 |
Time |
07:21 |
Rev Time |
2.00 |
| Received By |
rmcdouga |
Date |
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Time |
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Sent To |
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| Notes |
| 2001-01-08 00:00:00 | DENIED | | | | | | 1)FLOOD ELEVATION CERTIFICATE WILL BE | | | REQUIRED. | | | | | | 2)ADDITIONAL IMPACT FEES ARE DUE TO THE | | | COUNTY FOR ADDITIONAL 397 SQFT UNDER A/C | | | FOR OPTIONAL LOFT AND NOOK OFF KITCHEN. | | | | | | 3)SUBMIT 2 COPIES OF REVISED STORM PANEL | | | KEY PLAN AND SCHEDULE THAT CORRESPONDS | | | WITH SPECIFIC OPTIONS TO BE USED. | | | | | | 4)SPECIFICATIONS FOR GARAGE DOOR | | | SUBMITTED WITH PRODUCT APPROVAL INDICATE | | | A NEGATIVE DESIGN PRESSURE OF -33PSF FOR | | | A 16'X7' DOOR ,WIND LOADS ON SHEET A-4A | | | LISTS NEG. PRESSURE OF -34PSF. | | | PLEASE CORRECT. | | | | | | 5)PROVIDE 2 CURRENT COPIES OF METRO-DADE | | | OR SBCCI PRODUCT APPROVALS FOR EXTERIOR | | | OUTSWING STEEL DOOR WITH SIDE LITES AS | | | SHOWN ON PLANS.PRODUCT APPROVALS ARE | | | REQUIRED FOR SPECIFIC ITEM THAT WILL BE | | | INSTALLED. | | | | | | 6)THE VALUES LISTED IN THE WIND PRESSURE | | | SCHEDULE ON SHEET A-4A DO NOT AGREE WITH | | | THE PRESSURES LISTED ON THE DRAWING FOR | | | WINDOWS J,S & T. PLEASE CORRECT. |
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| Review Stop |
R |
ROOF PLAN REVIEW |
| Rev No |
1 |
Status |
F |
Date |
2000-06-20 |
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Cont ID |
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| Sent By |
lsmith |
Date |
2000-06-20 |
Time |
15:35 |
Rev Time |
0.50 |
| Received By |
lsmith |
Date |
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Time |
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Sent To |
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| Notes |
| 2001-01-08 00:00:00 | FAILED PER TM 6/19/00 |
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| Review Stop |
Z |
ZONING |
| Rev No |
1 |
Status |
P |
Date |
2000-08-08 |
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|
Cont ID |
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| Sent By |
gjoyce |
Date |
2000-02-16 |
Time |
12:18 |
Rev Time |
0.25 |
| Received By |
gjoyce |
Date |
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Time |
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Sent To |
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| Notes |
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