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Plan Review Details - Permit 06090892
Plan Review Stops For Permit 06090892 |
Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
3 |
Status |
P |
Date |
2006-11-30 |
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Cont ID |
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Sent By |
jgomez |
Date |
2006-11-30 |
Time |
08:47 |
Rev Time |
0.50 |
Received By |
jgomez |
Date |
2006-11-30 |
Time |
07:46 |
Sent To |
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Notes |
2006-11-30 09:08:52 | CONTRATOR'S RESPONSE WAS THAT INCORRECT CHART WAS | | REFERENCED AND REQUESTED RE-SUBMITTAL REFUND. | | | | RESPONSE: | | THE FOLLOWING IS THE CORRECT WAY OF READING THE TABLES: | | TABLE 1 ON PAGE 7 OF 13 OF DRAWING #05-578 IS TO | | DETERMINE THE MAXIMUM SHUTTER SPAN ALLOWED ACCORDING TO | | THE NEGATIVE DESIGN PRESSURES, WHICH IS USUALLY THE | | HIGHER NUMBER. ANCHOR SCHEDULE CHART ON SAME PAGE IS TO | | DETERMINE THE ANCHOR SPACING ACCORDING TO THE MAXIMUM | | DESIGN PRESSURES. SEE HEADING ON THIRD COLUMN. IT READS | | "LOAD (W) P.S.F. MAX. (SEE NOTE 1). THEREFORE, THE | | MAXIMUM DESIGN PRESSURE IS THE NEGATIVE PRESSURE AND | | ANCHOR SPACING SHALL BE ACCORDING TO THAT DESIGN | | PRESSURE. | | CONTRACTOR'S COOPERATION SINCE FIRST CHECKLIST WOULD | | HAVE AVOID UNNECESSARYDELAYSAND ADDITIONAL FEES. | | WHEN THERE ARE QUESTIONS CONCERNING THE PLANREVIEW | | COMMENTS, CONTRACTOR IS ALWAYS WELCOME TO CALL MY | | OFFICE FOR CLARIFICATION. | | | | JULIO GOMEZ | | BUILDING PLANS EXAMINER | | (561)805-6712 |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
2 |
Status |
F |
Date |
2006-11-06 |
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Cont ID |
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Sent By |
jgomez |
Date |
2006-11-06 |
Time |
17:54 |
Rev Time |
0.50 |
Received By |
jgomez |
Date |
2006-11-06 |
Time |
17:54 |
Sent To |
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Notes |
2006-11-06 18:00:16 | BUILDING REVIEW 2ND CHECKLIST: | | | | ***FROM PREVIOUS CHECKLIST: | | 1- DRAWING 7 OF 13: INCORRECTANCHOR SPACING WAS | | MARKED. CALCULATED DESIGN PRESSURES ARE -33PSF.ANCHOR | | SPACING WAS MARKED FOR DESIGN PRESSURES OF -31.2PSF. | | ACCORDING TO NOTE #2 NEED TO USE HIGHER LOADS FOR | | TABULATED VALUES. THEREFORE, NEED TO USE THE ANCHOR | | SPACING FOR -47.2PSF. REVISE AS REQUIRED. | | | | JULIO GOMEZ | | BUILDING PLANS EXAMINER | | (561)805-6712 |
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Review Stop |
B |
BUILDING (STRUCTURAL) |
Rev No |
1 |
Status |
F |
Date |
2006-10-13 |
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Cont ID |
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Sent By |
jgomez |
Date |
2006-10-13 |
Time |
11:07 |
Rev Time |
0.33 |
Received By |
jgomez |
Date |
2006-10-13 |
Time |
11:06 |
Sent To |
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Notes |
2006-10-13 11:22:03 | BUILDING REVIEW CHECKLIST; | | 1- PROVIDE STRUCTURAL DETAIL WITH COMPLETE SPECS FOR | | FOOTING USING #5 REBAR AS SPECIFIED ON DRAWING | | SUBMITTED. WHY IS A FOOTER REQUIRED?.HOW IS FOOTER | | FASTENED? SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. | | | | 2- DRAWING5 OF 13 OFSHUTTERS DRAWINGS HAVE WALL | | MOUNT SECTION CIRCLED. IF THIS IS THE PROPOSED MOUNTING | | CONDITIONS, THEN WHY IS A FOOTER REQUIRED?. PROVIDE | | CLARIFICATION AND SPECIFIC MOUNTING CONDITIONS. SEC. | | 106.1.2 CITY AMENDMENTS TO FBC 2004. | | | | 3- DRAWING 7 OF 13: INCORRECT ANCHOR SPACING WAS | | MARKED.CALCULATED DESIGN PRESSURES ARE -33PSF (OR 35 | | IF USING TABLE 1).SEE TABLE NOTE #2 AT BOTTOM OF PAGE | | AND REVISE AS REQUIRED. | | | | JULIO GOMEZ | | BUILDING PLANS EXAMINER | | (561)805-6712 |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
3 |
Status |
N |
Date |
2006-11-29 |
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Cont ID |
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Sent By |
spalmer |
Date |
2006-11-29 |
Time |
18:10 |
Rev Time |
0.00 |
Received By |
spalmer |
Date |
2006-11-29 |
Time |
18:10 |
Sent To |
B |
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Notes |
2006-11-29 18:11:32 | RESUB/JGOMEZ DESK |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
2 |
Status |
N |
Date |
2006-10-31 |
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Cont ID |
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Sent By |
adarroug |
Date |
2006-10-31 |
Time |
15:44 |
Rev Time |
0.00 |
Received By |
adarroug |
Date |
2006-10-31 |
Time |
15:44 |
Sent To |
B |
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Notes |
2006-10-31 15:47:33 | TO "JGOMEZ' DESK/RESUB |
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Review Stop |
I |
INCOMING/PROCESSING |
Rev No |
1 |
Status |
N |
Date |
2006-10-13 |
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Cont ID |
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Sent By |
jgomez |
Date |
2006-10-13 |
Time |
11:22 |
Rev Time |
0.00 |
Received By |
jgomez |
Date |
2006-09-28 |
Time |
10:54 |
Sent To |
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Notes |
2006-09-28 00:00:00 | TO "MISC" BOX#1 |
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