Plan Review Stops For Permit 99020717 |
Review Stop |
E |
ELECTRICAL |
Rev No |
1 |
Status |
P |
Date |
1999-06-21 |
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Cont ID |
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Sent By |
jgomez |
Date |
1999-06-21 |
Time |
10:34 |
Rev Time |
0.00 |
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 | APPROVED BY JAKE. SEE APPLICATION & DWGS |
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Review Stop |
M |
MECHANICAL (A/C) |
Rev No |
1 |
Status |
P |
Date |
1999-03-04 |
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Cont ID |
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Sent By |
ndenmark |
Date |
1999-03-04 |
Time |
14:10 |
Rev Time |
0.50 |
Received By |
ndenmark |
Date |
1999-03-04 |
Time |
14:10 |
Sent To |
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Notes |
2001-01-08 00:00:00 | ********** PROVISO:******************** | | NO CONDENSATE LINE SHOWN ON PLAN. ROUTE | | PER 1994 SMC 304.8 | | R/A LOCATION IS WITHIN 10 FOOT OF THE | | COOKING EQUIPMENT, THIS IS ACCEPTABLE | | FOR THE 1994 SMC, IT IS EXPECTED THAT | | THE 1997 SMC WILL BE ADOPTED IN JUNE, | | 1999 AND THIS LOCATION WILL NO LONGER | | BE ACCEPTABLE PER 1997 SMC 409. ANY | | PERMITS ISSUED AFTER THIS WILL REQUIRE | | COMPLIANCE WITH THIS SECTION OF THE CODE |
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Review Stop |
P |
PLUMBING |
Rev No |
1 |
Status |
P |
Date |
1999-03-13 |
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Cont ID |
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Sent By |
pschmitz |
Date |
1999-03-13 |
Time |
09:22 |
Rev Time |
0.75 |
Received By |
pschmitz |
Date |
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Time |
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Sent To |
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Notes |
2001-01-08 00:00:00 | MASTER ,PLAN MODEL # III . |
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Review Stop |
R |
ROOF PLAN REVIEW |
Rev No |
6 |
Status |
P |
Date |
2000-04-04 |
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Cont ID |
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Sent By |
jgomez |
Date |
2000-04-04 |
Time |
18:18 |
Rev Time |
0.25 |
Received By |
jgomez |
Date |
2000-04-04 |
Time |
18:17 |
Sent To |
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Notes |
2001-01-08 00:00:00 | NOTES: | | PERMIT TYPE ON SCREEN #1 WAS CHANGED | | FROM BLD-RES TO MASTER TO ALLOW PERMITS | | TO BE PRINTED. ORIGINAL PERMIT | | APPLICATION WAS SUBMITTED FOR A BLD-RES | | AND LATER ON THE APPLICANT WANTED TO GET | | A MASTER PERMIT. SUCH CHANGE WAS NEVER | | REVISED ON THIS SCREEN. THEREFORE, I | | HAD TO CHANGE THE PERMIT TYPE TO AVOID | | MORE CONFUSION AND BE ABLE TO REFER TO | | THIS MASTER NUMBER AS THE MASTER FOR | | TYPE III MODEL, INCLUDING STORM PANELS. | | J.G. 4-4-00. |
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Review Stop |
R |
ROOF PLAN REVIEW |
Rev No |
5 |
Status |
F |
Date |
1999-10-28 |
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Cont ID |
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Sent By |
jgomez |
Date |
1999-10-28 |
Time |
14:35 |
Rev Time |
0.50 |
Received By |
jgomez |
Date |
1999-10-28 |
Time |
14:35 |
Sent To |
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Notes |
2001-01-08 00:00:00 | | | CHECKLIST FOR PROVISO GIVEN ON 10/15/99: | | 1-PROVIDE COMPLETE SPECIFICATIONS AND | | DETAILS FOR CONSTRUCTION OF CEILING AT | | PORCH. SEC. 104.2.2 CITY AMENDMENTS. | | NOTE: ALCOA RIGID VINYL SIDING AND | | SOFFIT PRODUCT APPROVAL DOESN'T | | INCLUDE INSTALLATION AT PORCHE'S | | CEILING. | | 2-SPECIFY ATTIC VENTILATION FOR NEW | | SOFFIT SYSTEM AS PER SEC 2309.7 SBC/94 |
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Review Stop |
R |
ROOF PLAN REVIEW |
Rev No |
4 |
Status |
P |
Date |
1999-10-15 |
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Cont ID |
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Sent By |
jgomez |
Date |
1999-10-15 |
Time |
14:41 |
Rev Time |
0.25 |
Received By |
jgomez |
Date |
1999-10-15 |
Time |
14:41 |
Sent To |
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Notes |
2001-01-08 00:00:00 | VINYL SIDING PRODUCT APPROVAL PROVISO: | | 1-PROVIDE MANUFACTURER'S INSTALLATION | | SPECIFICATIONS. | | 2-PROVIDE COMPLETE DETAILS AND | | SPECIFICATIONS FOR INSTALLATION AT | | PORCH'S CEILING. |
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Review Stop |
R |
ROOF PLAN REVIEW |
Rev No |
3 |
Status |
P |
Date |
1999-10-07 |
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Cont ID |
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Sent By |
jgomez |
Date |
1999-10-07 |
Time |
10:18 |
Rev Time |
0.25 |
Received By |
jgomez |
Date |
1999-10-07 |
Time |
10:18 |
Sent To |
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Notes |
2001-01-08 00:00:00 | ROOF SHINGLES PRODUCT APPROVAL. JG. |
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Review Stop |
R |
ROOF PLAN REVIEW |
Rev No |
2 |
Status |
F |
Date |
1999-09-20 |
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Cont ID |
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Sent By |
jgomez |
Date |
1999-09-20 |
Time |
11:14 |
Rev Time |
1.00 |
Received By |
jgomez |
Date |
1999-09-20 |
Time |
11:14 |
Sent To |
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Notes |
2001-01-08 00:00:00 | CHECKLIST - MODEL III | | 1-ENGINEER OF RECORD TO REVIEW ALL TRUSS | | DRAWINGS PRIOR TO SUBMITTAL. | | 2-ENGINEERED TRUSSES: | | *REVISE MEAN ROOF HEIGHT. | | *CLARIFY NOTE SAYING THAT IF PORCHES | | EXIST, THEY ARE NOT EXPOSED TO WIND. | | WHY? WHAT DOES DOL STANDS FOR ? | | DEFLECTION? | | *REVISE DESIGN CRITERIA DATA ON TRUSS | | LAYOUT. IT DOESN'T MATCH THE DESIGN | | CRITERIA ON ENGINEERED TRUSSES. | | *WHY NOT ALL ENGINEERED TRUSSES SHOW | | THE DESIGN CRITERIA USED TO DETERMINE | | ALL THE LOADS? | | 3-CHECK/REVISE ALL HURRICANE ANCHORS | | SPECIFIED. WILL THEY RESIST THE | | HORIZONTAL LOADS CALCULATED BY THE | | ENGINEERED TRUSSES. | | 4-PROVIDE A COMPLETE DETAIL FOR ALUMINUM | | CEILING AT PORCH. |
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Review Stop |
R |
ROOF PLAN REVIEW |
Rev No |
1 |
Status |
P |
Date |
1999-04-06 |
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Cont ID |
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Sent By |
jgomez |
Date |
1999-04-06 |
Time |
16:41 |
Rev Time |
0.00 |
Received By |
jgomez |
Date |
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Time |
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Sent To |
O |
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Notes |
2001-01-08 00:00:00 | APPROVED WITH PROVISO |
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