2008-12-26 17:16:14 | RESIDENTIAL (R3) ADDITION, BUILDING REVIEW CHECKLIST. |
| REVIEW UNDER 2004 FLORIDA RESIDENTIAL CODE WITH 2007 |
| REVISIONS. |
| |
| 1- FENCES ARE DONE UNDER A SEPARATE PERMIT. APPLY FOR |
| THE FENCE PERMIT UNDER A SEPARATE PERMIT APPLICATION. |
| |
| 2- SQUARE FOOTAGE SHOWN ON PLANS STAMPED BY PALM BEACH |
| COUNTY FOR IMPACT FEES IS DIFFERENT. BRING PLANS TO |
| PALM BEACH COUNTY TO UPDATE TOTAL SQUARE FOOTAGE TO |
| MATCH PROPOSED. |
| |
| 3- PERMIT VALUATION WAS UPDATED AS REQUIRED BY SEC. |
| 106.8 OF CITY AMENDMENTS TO FBC 2004. THEREFORE OWES |
| $237.60 FOR UPDATED VALUATION AND RADON FEES. |
| |
| 4- PROVIDE 2 COPIES OF PRODUCT APPROVALS AS REQUIRED BY |
| DCA RULE 9B-72 FOR: |
| A) PRECAST LINTELS. |
| B) ALL SIMPSON CONNECTORS SPECIFIED ON PLANS. |
| C) ROOF TILE. NOA 03-0501.02 SUBMITTED IS EXPIRED. NEED |
| CURRENT ONE. |
| |
| 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- PROVIDE SOIL TEST REPORT AS REQUIRED BY SEC. R401.4 |
| OF 2004 FLORIDA RESIDENTIAL CODE. |
| |
| 7- SPECIFY HOW IS THE ROOF TILE ATTACHED AS REQUIRED BY |
| SEC. 106.1.1.2 OF CITY AMENDMENTS TO FBC 2004. IF USING |
| POLYFOAM, THEN PROVIDE THE CORRESPONDING PRODUCT |
| APPROVAL. |
| |
| 8- FLAT ROOF NAIL ENHANCING LETTER SUBMITTED CALLS FOR |
| NAILS AT 5"O.C. THIS NAILING SPACING DOESN'T WORK FOR |
| ZONE #3. REVISE AS REQUIRED. |
| ***ALSO, REVISE PERMIT NUMBER ON LETTER TO MATCH NEW |
| PERMIT NUMBER. |
| |
| 9- ENERGY CALCULATIONS: |
| A) NEED TO COMPLETE INFORMATION ON TABLE 6C-2 ON BACK |
| OF FORM. |
| ***NOTE: TAKE INTO CONSIDERATION PERCENTAGE OF GLASS |
| THAT IS ALLOWED. |
| |
| B) OWNER/AGENT TO SIGN AND DATE AT BOTTOM OF FORM. |
| |
| 10- SHEET A-1: |
| A) DOOR FROM GARAGE TO SLEEPING AREA IS NOT ALLOWED BY |
| SEC. R309..1 OF 2004 FLORIDA RESIDENTIAL CODE. |
| |
| B) REVISE SIZE OF MULLION SHOWN ON TYP. MULLION DETAIL |
| TO MATCH SIZE SELECTED ON MULLION PRODUCT APPROVAL. |
| |
| C) REVISE STRUCTURAL NOTE #2 TO INCLUDE ALL DEAD LOADS |
| AND LIVE LOADS, INCLUDING THE ATTIC LIVE LOADS AS |
| REQUIRED BY TABLE R301.5 OF 2004 FLORIDA RESIDENTIAL |
| CODE. CLEARLY SPECIFY TOP AND BOTTOM CHORDS LOADS. |
| ALSO, REVISE REFERENCE TO CHAPTER 16 FBC. NEED TO |
| REFERENCE SEC. R301 OF 2004 FLORIDA RESIDENTIAL CODE, |
| NOT THE CHAPTER 16 OF FBC. |
| |
| D) STRUCTURAL NOTE #3: PROVIDE CALCULATIONS TO SHOW |
| THAT 2000 PSI SOIL BEARING CAPACITY IS ADEQUATE TO |
| SUPPORT PROPOSED STRUCTURE. SEC. R401.2 OF 2004 FLORIDA |
| RESIDENTIAL CODE. |
| NOTE: COORDINATE INFORMATION WITH SOIL TEST |
| RECOMMENDATIONS. |
| |
| E) REVISE REFERENCE ON NOTE #12. REFER TO THE |
| RESIDENTIAL CODE, NOT THE FBC. |
| |
| F) WHERE IS DETAIL "A" REFERENCED ON NOTE #13? |
| |
| G) REVISE NOTE #14. SEE ASTM C926 AND ASTM C1063 FOR |
| MINIMUM SIZE OF NAIL REQUIRED. (1 3/4" MIN. EMBEDMENT |
| IS REQUIRED INTO THE WOOD FRAMING). |
| |
| H) REVISE MASONRY NOTE "M". REFERENCE RESIDENTIAL CODE, |
| NOT THE FBC. |
| |
| 11- SHEET A-2: |
| A) FOOTING F12.12 SHOWN ON FOUNDATION PLAN IS NOT SHOWN |
| ON THE FOOTING SCHEDULE. REVISE AS REQUIRED. |
| |
| B) CONCRETE SLAB SPECS ON FOUNDATION CALL FOR CONCRETE |
| TO HAVE 2500PSF STRENGTH. CORRECT SPECS ARE PSI NOT |
| PSF. REVISE AS REQUIRED. |
| |
| C) PROVIDE CALCULATIONS SHOWING THAT 2000PSF SOIL |
| BEARING CAPACITY IS ADEQUATE TO SUPPORT PROPOSED |
| STRUCTURE. |
| NOTE: COORDINATE WITH SOIL TEST REPORT RECOMMENDATIONS. |
| SEC. R401.2 2004 FLORIDA RESIDENTIAL CODE. |
| |
| D) REVISE ROOF SHEATHING SPECIFICATIONS SHOWN ON ROOF |
| FRAMING PLAN AND SECTION 7/A-2 TO MATCH SPECIFICATIONS |
| SHOWN ON PLYWOOD SHEATHING NAILING SCHEDULE AND CLEARLY |
| IDENTIFY ROOF ZONE 3. SEC. R803.2.3.1 OF 2004 FLORIDA |
| RESIDENTIAL CODE. |
| |
| JULIO GOMEZ |
| BUILDING PLANS EXAMINER |
| (561)805-6712 |