| Date |
Text |
| 2008-03-27 11:28:14 | RESIDENTIAL ADDITION, BUILDING REVIEW 4TH CHECKLIST. |
| | REVIEW UNDER FBC 2004 WITH 2007 REVISIONS. |
| | 1- ENERGY CALCULATIONS NEED TO BE SIGNED AND DATED BY |
| | THE OWNER/AGENT. |
| | |
| | 2- REVISIONS ON SURVEY NEED TO BE DONE BY THE SURVEYOR. |
| | (REPEAT COMMENT).SURVEYOR TO REVISE FLOOD ZONE "C" TO |
| | "B" AND PROVIDE REVISED SURVEY WITH ORIGINAL SEAL AND |
| | SIGNATURE AS REQUIRED BY CHAPTER 472 FLORIDA STATUTE |
| | AND SEC. 61G17-7.0025 FLORIDA ADMINISTRATIVE CODE. |
| | NOTE: MAKE SURE ORIGINAL SIGNATURE IS PROVIDED. RUBBER |
| | STAMP OR PHOTOCOPY OF SIGNATURE IS NOT ALLOWED. |
| | |
| | 3- STORM SHUTTERS: |
| | A) THERE WAS NOT PRODUCT APPROVAL SUBMITTED. |
| | |
| | B) INSTALLATION SCHEDULE SUBMITTED NEED TO BE |
| | CORRECTED: |
| | I) THERE ARE TWO DIFFERENT TYPES OF ANCHORS SPECIFIED: |
| | TAPCON AND TITEN. SEESHUTTER PRODUCT APPROVAL AND |
| | SPECIFIED AND MARK SPECIFIC ANCHOR TO BE USED. |
| | |
| | II) OPENINGS 6 AND 7 ARE THE SAME SIZE WINDOWS. HOW |
| | COME OPENING SIZES ARE DIFFERENT. REVISE AS REQUIRED. |
| | |
| | III) SHUTTER MOUNTING CONDITIONS ON COLUMN 4 IS ASKING |
| | FOR MOUNTING CONDITION. EG: WALL MOUNTED, BUILT OUT, |
| | ETC. NOT FOR ANCHOR TYPE.SEE SHUTTERS PRODUCT |
| | APPROVAL AND WRITE DOWN ON THIS COLUMN AND MARK |
| | SHUTTERS DRAWINGS WITH THAT MOUNTING CONDITION. |
| | |
| | IV) CLARIFY HOW ARE YOU GETTING THE 4" GLASS SEPARATION |
| | SHOWN ON COLUMN 5. |
| | |
| | V) SHUTTER SPANS SPECIFIED ON COLUMN 6 ARE WRONG.THEY |
| | ARE SHOWN AS THE SAME HEIGHT AS THE OPENING.THIS |
| | DOESN'T ALLOW THE 3" EDGE DISTANCE SPECIFIED ON COLUMN |
| | 8. REVISE AS REQUIRED. |
| | |
| | VI) MINIMUM EDGE DISTANCE SPECIFIED ON COLUMN #8 IS 3" |
| | EDGE DISTANCE.SEE STORM SHUTTERS DRAWINGS FOR |
| | REQUIRED ANCHOR SPACING REDUCTION WHEN EDGE DISTANCE IS |
| | LESS THAN 3.5" AND REVISE ANCHOR SPACING ACCORDINGLY. |
| | |
| | VII) CLARIFY HOW ARE THE ANCHORS GOING TO BE SPACED AT |
| | 6.5" . SEESHUTTERS DRAWINGS FORWIDTH OF STORM |
| | PANELS AND LOCATION OF ANCHORS. AND REVISE AS |
| | REQUIRED. |
| | |
| | VIII) CLEARLY MARK ON STORM SHUTTER DRAWINGS SPECIFIC |
| | MOUNTING CONDITIONS (EG: WALL MOUNTED, BUILT OUT, ETC) |
| | AND SPECIFIC ANCHOR TO BE USED ACCORDING TO THE DESIGN |
| | PRESSURES, CONNECTION TYPE, PANEL SPAN, EDGE DISTANCE |
| | AND STRUCTURE TO BE ATTACHED TO (MASONRY OR CONCRETE |
| | BLOCK). |
| | |
| | 4- NONE OF THE PRODUCT APPROVALS REQUIRED BY DCA RULE |
| | 9B-72 WHERE SUBMITTED THIS TIME. NEED TO PROVIDE |
| | PRODUCT APPROVALS FOR: DOORS, WINDOWS, ROOF SHINGLES, |
| | SHUTTERS, SIMPSON STRUCTURAL CONNECTORS. |
| | |
| | 5- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING ALL PRODUCT APPROVALS AS |
| | REQUIRED BY SEC. 106.3.3 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 6- SHEET 1:REVISE CONSTRUCTION STANDARD. THERE IS NOT |
| | "5 STD CBS". SEE SEC. 602.5 AND TABLE 601 OF FLORIDA |
| | BUILDING CODE 2004 AND SPECIFY IF CONSTRUCTION TYPE IS |
| | TYPE VA OR B. |
| | |
| | 7- DRAWINGS SUBMITTED NOW DON'T HAVE THE PALM BEACH |
| | COUNTY IMPACT FEES STAMP. PLEASE PROVIDE OLD PAGEWITH |
| | THE IMPACT FEES STAMP OR GET THE REVISED SHEETS |
| | RE-STAMPED. |
| | |
| | 8- SOIL TEST REPORT: |
| | A) SOIL TEST REPORT CALLS FOR 2000 PSF SOIL BEARING |
| | CAPACITY.ENGINEER OF RECORD SPECIFIES ON STRUCTURAL |
| | NOTE #1 THAT 200 PSF SOIL BEARING CAPACITY IS REQUIRED. |
| | ENGINEER OF RECORD TO COORDINATE WITH GEOTECHNICAL |
| | ENGINEER FOR SOIL BEARING CAPACITY REQUIRED AND ACTUAL |
| | SOIL BEARING CAPACITY TO BE PROVIDED. REVISE AS |
| | REQUIRED. |
| | |
| | B) ONLY ONE REPORT WAS SUBMITTED.NEED TO PROVIDE |
| | 2 REPORTSWITH ORIGINAL SEAL AND SIGNATURE. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
