| 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 |