| Date |
Text |
| 2006-07-18 00:00:00 | BUILDING REVIEW THIRD CHECKLIST: |
| | 1- ENGINEERING CALCS COMMENTS FROM |
| | PREVIOUS CHECKLIST: |
| | A) ENGINEER TO GET CORRECT BUILDING |
| | DIMENSIONS FOR BUILDING MEAN HEIGHT, |
| | CLADDING ELEVATION AND BUILDING WIDTH |
| | AND REVISE CALCULATIONS AS REQUIRED. |
| | B) FLORIDA BUILDING CODE 2004 REFERS TO |
| | ASCE 7-02, NOT ASCE 7-98. REVISE |
| | CALCULATIONS AS REQUIRED. |
| | NOTE; ENGINEER TO GET ALL CORRECT |
| | INFORMATION TO PROPERLY MAKE HIS SITE |
| | SPECIFIC CALCULATIONS. |
| | |
| | 2- REVISE INSTALLATION SCHEDULE: |
| | A) STRUCTURE TO RECEIVE PANELS IS |
| | CONCRETE BLOCK, NOT CONCRETE. REVISE AS |
| | REQUIRED AND SEE DRAWING 7 OF 7 OF STORM |
| | SHUTTERS FOR PROPER ANCHOR SPACING. |
| | B) CLARIFY WHY OPENING #2 IS 74" WIDE |
| | BUT SHUTTER SPAN IS 73"?. |
| | C) CLARIFY WHAT IS THE SPECIFIC |
| | MOUNTING CONDITIONS. STORM SHUTTER DWGS |
| | ARE MARKED WITH ALL KIND OF MOUNTING |
| | CONDITIONS AND THERE ARE ONLY TWO |
| | OPENINGS TO BE CLOSED. |
| | F) IF USING DIRECT MOUNT APPLICATION, |
| | THEN NEED TO PROVIDE REMOVABLE ANCHORS. |
| | TAPCONS ARE NOT REMOVABLE ANCHORS. |
| | |
| | 3- STORM PANELS DRAWING 7 OF 7 IS MARKED |
| | WITH DIFFERENT ANCHOR TYPES AND SPACING. |
| | THIS DOESN'T MATCH THE INSTALLATION |
| | SCHEDULE. REVISE AS REQUIRED. |
| | |
| | 4- OWES $50 FOR RE-SUBMITTAL FEES. THIS |
| | IS THE THIRD TIME THIS APPLICATION IS |
| | BEEN REVIEWED. ADDITIONAL FEES ARE DUE |
| | WHEN RE-SUBMITTING APPLICATION. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
