Date |
Text |
2007-04-17 15:44:52 | BUILDING REVIEWW CHECKLIST: |
| 1- PROVIDE ARCHITECT'S FIRM LICENSE NUMBER IN THE TITLE |
| BLOCK AS REQUIRED BY SEC. 61G1-16.004 OF FLORIDA |
| ADMINISTRATIVE CODE. |
| ***NOTE: ARCHITECT'S TITLE BLOCK IS PEELING OFF FROM |
| SHEET AND IS REVEALING ANOTHER ARCHITECT'S FIRM. |
| UPDATE/REVISE ORIGINALSHEETS TO INCLUDE CORRECT AND |
| CURRENT ARCHITECT'S FIRM NAME. |
| |
| 2- AFTER ALL DRAWINGS ARE REVISED BRING THEMTO PALM |
| BEACH COUNTY (2300 N. JOG RD. (561)233-5115) TO PAY |
| IMPACT FEES. BRING BACK STAMPED PLANS AND COPY OF PAID |
| RECEIPT IF ADDITIONAL FEES ARE DUE. |
| |
| 3- PROVIDE COMPLETE INFORMATIONSHOWING COMPLIANCE |
| WITH CRAWL SPACE VENTILATION SIZE AND LOCATION AND |
| ACCESS. SEE SEC. R408OF 2004 FLORIDA RESIDENTIAL CODE |
| AND PROVIDE INFORMATION AS REQUIRED. |
| ***NOTE: KEEP IN MIND THAT THERE IS AN INTERIOR STEM |
| WALL FOR INTERIOR BEARING WALL. SHOW CROSS VENTILATION |
| AND ACCESS TO BOTH SIDES OF CRAWL SPACE. |
| |
| 4- PROVIDE COMPLETE INFORMATION SHOWING COMPLIANCE WITH |
| SEC. R319.1 OF 2004 FLORIDA RESIDENTIAL CODE. |
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| 5- PROVIDE COMPLETE SPECS SHOWING COMPLIANCE WITH SEC. |
| R320 OF 2004 FLORIDA RESIDENTIAL CODE. |
| |
| 6- ENGINEERING FIRM CERTIFICATE OF AUTHORIZATION NUMBER |
| 27190 IS UNDER A DELINQUENT STATUS ACCORDING TO THE |
| DBPR WEBSITE.ENGINEER NEEDS TO CONTACT DBPR AND |
| REVISE STATUS AS REQUIRED TO COMPLY WITH SEC. |
| 61G15-23.002 OF FLORIDA ADMINISTRATIVE CODE. |
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| 7- SPECIFY ROOF TILE FASTENING AS REQUIRED BY SEC. |
| 106.1.1.2 CITY AMENDMENTS TO FBC 2004TO VERIFY THAT |
| PRODUCT APPROVAL MEETS THE CALCULATED UPLIFT LOADS. |
| |
| 8-PROVIDE COMPLETE SPECS AND DETAILS SHOWING |
| COMPLIANCE WITH SEC. R806 OF 2004 FLORIDA RESIDENTIAL |
| CODE. |
| |
| 9- SHEET SP-1: CLARIFY NOTE ON PROPOSED SITE PLAN |
| REGARDING LOT GRADING. WHERE IS SEC. R104.3 TAKEN |
| FROM?. ALSO, SPECIFY GRADING SO WATER IS NOT DRAINED |
| INTONEIGHBOR'S PROPERTY.SEC. R401.3 2004 FLORIDA |
| RESIDENTIAL CODE. |
| |
| 10- SHEET A-1: |
| A) FOOTING AND VENTILATION OPENINGS DON'T MATCH |
| STRUCTURAL PLANS. REVISE AS REQUIRED. |
| *NOTE: COORDINATE WITH ITEM #3 ABOVE. |
| ***NOTE: REVISE INFORMATION ON EXTERIOR ELEVATIONS |
| ALSO. |
| B) REVISE CODE SECTION REFERENCED FOR WINDOW EGRESS. |
| CORRECT CODE IS THE 2004 FLORIDA RESIDENTIAL CODE AND |
| CORRECT SEC. IS SEC. R310. REVISE AS REQUIRED. |
| |
| 11- SHEET A2: |
| A) FLOOR AND ROOF JOIST SIZE AND SPACING TO MATCH |
| STRUCTURAL DRAWINGS. REVISE AS REQUIRED. |
| B) REVISE DESIGN CRITERIA. SEE 2004 FLORIDA |
| RESIDENTIAL CODE AND 2004 FBC FOR CORRECT CODE |
| SECTIONS. |
| C) CLARIFY WHAT'S BWS 190MPH? |
| |
| 12- SHEET A6 AND A7: COORDINATE SIZE AND SPACING OF |
| FLOOR AND ROOF JOISTS WITH-STRUCTURAL DRAWINGS. |
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| 13- SHEET S1: |
| A) COORDINATE WITH ARCHITECT FOR CRAWL SPACE SIZE, |
| LOCATION AND ACCESS. SEE ITEM #3 ABOVE. |
| B) CLARIFY WHY 4" DROP SHOWN ON GROUND FLOOR PLAN. |
| SEE ARCHITECTURAL PLANS. |
| C) ENERGY CALCULATIONS CALL FOR R30 INSULATION ON |
| ROOF.R30 INSULATION DOESN'T FEET ON 2X8 ROOF JOIST. |
| REVISE AS REQUIRED. |
| |
| 14- SHEET S2: |
| A) TYPICAL INTERIOR WALL SECTION 06/S2: PROVIDE |
| COMPLETE FASTENING SPECS OF FRAMED WALL TO STEM WALL. |
| SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
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| 15- SHEET S3: |
| A) CLARIFY WHY ROOFS ABOVE FRENCH DOORS IN REAR |
| ELEVATIONARE CONSIDERED TO BE ON ZONE 2 FOR |
| COMPONENTS AND CLADDING UPLIFT LOAD SKETCH. SEC. |
| 106.1.2 CITY AMENDMENTS TO FBC 2004. ALSO, REVISE ROOF |
| FASTENING SPECS FOR THESE ROOFS AS REQUIRED. SEE DETAIL |
| 09/S2. |
| B) REVISE DETAILS 01/S3,02/S3 AND 03/S3TO MATCH |
| ACTUAL CONDITIONS ON THIS PROJECT. SHOW THE STEM WALL |
| AND COORDINATECONNECTORS AS SHOWN ON FRAMING PLANS |
| AND OTHER DETAILS. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| 2004. |
| C) THERE IS SOME OVERLAPPING INFORMATION SHOWN ON |
| STRUCTURAL NOTES RIGHT BELOW THE WATERPROOF MEMBRANES |
| NOTE. REVISE AS REQUIRED. |
| D) REVISE MASONRY NOTE #2. SEE SEC. R606.4 OF 2004 |
| FLORIDA RESIDENTIAL CODE FOR MIN. COMPRESSIVE STRENGTH |
| REQUIRED. |
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| 16- PROVIDE SOIL TEST REPORT. |
| |
| 17- DESIGNER OF RECORD TO SPECIFYSOIL BEARING |
| CAPACITYASSUMED FOR THE DESIGN OF THIS STRUCTURE. |
| SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
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| 18- PROVIDE COMPLETE SPECS FOR CONSTRUCTION OF NEW |
| PATIO SLAB. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
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| 19- AFTER ALL PLANS ARE REVISED,PLEASE BRING THEM TO |
| THE FIFTH FLOOR TO THE HISTORIC DISTRICT DEPARTMENT FOR |
| APPROVAL AND STAMPING. THEN, RE-SUBMIT THEMTO THIS |
| OFFICE. |
| |
| 20- PROVIDE PRODUCT APPROVAL AS REQUIRED BY RULE 9B-72 |
| FOR: |
| A) FLAT ROOF SYSTEM: |
| * NEED LEGIBLE NOA. |
| ** NEED TO SPECIFY SPECIFIC FASTENING OPTION. SEE |
| SHEET 28 OF 32. |
| *** NEED RAS 117 CALCULATIONS FOR NAIL ENHANCING AT |
| PERIMETER AND CORNER AREAS AS REQUIRED BY GENERAL |
| LIMITATION #7. SEE SHEET 32 OF 32. |
| |
| B) FIXED WINDOW WITH FROSTED GLASS. PICTURE WINDOW |
| 701 SUBMITTED IS FOR SINGLE HUNG WINDOWS AND IS |
| EXPIRED. |
| C) CLAY TILE. |
| |
| 21- DESIGNER 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. |
| |
| 22- ENERGY CALCULATIONS: |
| A) PROVIDE COMPLETE INFORMATION ON TOP OF FORM. |
| B) THERE IS NOT SLAB ON GRADE. SEE PLANS. |
| C) NEED TO HAVE R19 ON EXTERIOR 2X6 FRAMED WALLS. |
| |
| D) OWNER/AGENT TO SIGN AND DATE BOTTOM OF FORM. |
| E) ENGINEER WHO PREPARED CALCULATIONS NEEDS TO SIGN |
| AND SEAL THEM AND PROVIDE ALL HIS INFORMATION AS |
| REQUIRED BY CHAPTER 471 FLORIDA STATUTES AND FLORIDA |
| ADMINISTRATIVE CODE. |
| F) OVERHANG LENGTH AND HEIGHT IS INCORRECT. |
| |
| JULIO GOMEZ |
| BUILDING PLANS EXAMINER |
| (561)805-6712 |