Date |
Text |
2005-03-18 00:00:00 | BUILDING REVIEW CHECKLIST: |
| 1- NEED RECORDED NOTICE OF COMMENCEMENT. |
| |
| 2- IMPACT FEES RECEIPT SHOWS A BALANCE |
| DUE. PAY BALANCE AND BRING BACK COPY OF |
| RECEIPT PAID IN FULL. |
| |
| 3- ENGINEER NEEDS TO HAVE ALL HIS |
| INFORMATION AS REQUIRED BY CHAPTER 471 |
| FL.STATUTES. ALSO, SEE ADMINISTRATIVE |
| CODE SECTION 61G15-23.002 FOR |
| INFORMATION REQUIRED BY ENGINEER. |
| |
| 4- NEED TO PROVIDE 2 SETS OF PLANS AND |
| ALL REQUIRED INFORMATION. |
| |
| 5- SPECIFY 30PSF OR 10PSF ATTIC LIVE |
| LOAD AS REQ'D BY TABLE 1604.1 FBC 2001. |
| |
| 6- SPECIFY WHAT'S THE USE OF THE ROOM |
| ADJACENT TO THE KITCHEN. |
| |
| 7- REVISE TYPICAL WALL SECTION TO SHOW |
| FOOTING TO BE 12" MIN. BELOW GRADE (SEC. |
| 1804.1.3 FBC 2001) AND CONCRETE SLAB TO |
| BE MIN. 4" ABOVE FINISH GRADE AS REQ'D |
| BY SEC. 1804.1.7 CITY AMENDMENTS TO FBC. |
| |
| 8- PROVIDE SOIL TEST REPORT. |
| |
| 9- CLARIFY FOOTING REINFORCEMENT. TYP. |
| WALL SECTION CALLS FOR 3#5, WHILE |
| FOUNDATION PLAN CALLS FOR 2#5. REVISE. |
| |
| 10- SPECIFY CEILING INSTALLATION AT |
| ENTRY PORCH. SPECIFY FASTENERS SIZE AND |
| SPACING. SEE ASTM C926 AND ASTM C1063. |
| SEC. 2504.2 FBC 2001. |
| |
| 11- PROVIDE CLEAR TRUSS ANCHOR SCHEDULE. |
| SEC. 104.2.1.2 CITY AMENDMETNS TO FBC |
| 2001. (SEE LATEST SIMPSON CATALOGUE AND |
| PROVIDE ENGINEERING FOR TYPE AND NUMBER |
| OF FASTENERS THAT DIFFER FROM |
| CATALOGUE). SEC. 104.2.1.2 CITY |
| AMENDMENTS TO FBC 2001. |
| |
| 12- TRUSS NOTES ON SHEET A-3 AND TYP |
| WALL SECTION DON'T MATCH. SEE TYPE AND |
| NUMBER OF FASTENERS SPECIFIED AND REVISE |
| AS REQUIRED. |
| **NOTE: SEE LATEST SIMPSON CATALOGUE FOR |
| NUMBER OF FASTENERS TO BE USED. |
| FASTENERS WERE REVISED TO COMPLY WITH |
| SEC. 1609.4.3 FBC 2001 WERE THE STEEL |
| STRESS COULD NOT BE INCREASED. |
| OTHERWISE, ENGINEER TO PROVIDE |
| ENGINEERING CALCULATIONS (SEE SEC. |
| 1609.4.3 FBC 2001)FOR NUMBER OF |
| FASTENERS THAT DIFFER FROM THOSE TESTED |
| AND PUBLISHED BY MANUFACTURER. |
| |
| 13- LINTEL SCHEDULE DON'T MATCH PLAN. |
| REVISE AS REQUIRED. |
| |
| 14- ENERGY CALCULATIONS: A) OWNER/AGENT |
| TO SIGN AND DATE BOTTOM OF FORM. |
| B) COMPLETE INFORMATION ON TOP OF FORM. |
| INCLUDING BUILDING ADDRESS. |
| |
| 15- STORM SHUTTERS: A) PROVIDE FLORIDA |
| OR LOCAL PRODUCT APPROVAL. |
| B) PROVIDE KEY PLAN AND COMPLETE |
| INSTALLATION SCHEDULE. SEE SAMPLE. |
| C) CLEARLY MARK ON SHUTTER DRAWINGS |
| SPECIFIC MOUNTING CONDITIONS AND ANCHOR |
| TYPE AND SPACING TO BE USED ACCORDING TO |
| THE DESIGN PRESSURES, EDGE DISTANCE, |
| PANEL SPAN, CONNECTION TYPE AND |
| STRUCTURE TO BE ATTACHED TO (MASONRY OR |
| CONCRETE). |
| |
| 16- PROVIDE FLORIDA OR LOCAL PRODUCT |
| APPROVAL FOR: (NOTE: DADE COUNTY PRODUCT |
| APPROVAL IS NOT A FLORIDA PRODUCT |
| APPROVAL) |
| A) WINDOW MULLIONS. |
| B) SLIDING GLASS DOORS AND CLEARLY |
| IDENTIFY SIZE OF SILL TO BE USED |
| ACCORDING TO THE DESIGN PRESSURES. |
| C) GARAGE DOOR FOR SIZE OF DOOR USED. |
| D) ROOF SHINGLES. |
| E) ENTRY DOOR.NOTE: INSWING AS SHOWN |
| ON PLANS. |
| F) SIMPSON TRUSS CONNECTOR USED. |
| G) SINGLE HUNG WINDOWS. |
| |
| 17- DESIGN PRESSURES SPECIFIED FOR |
| GARAGE DOOR ARE TOO LOW. PROVIDE |
| ENGINERING CALCULATIONS SHOWING HOW THE |
| DESIGN PRESSURES WERE DETERMINED. SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| |
| 18- OWES $116.20 FOR LOW VALUATION AND |
| RADON FEES. |
| |
| 19- CLARIFY R VALUE FOR INSULATION AT |
| ATTIC. ENERGY CALCS CALLS FOR R-19, |
| WHILE TYP. WALL SECTION CALLS FOR R-30. |
| REVISE AS REQUIRED. |
| |
| 20- SHEET A-3: A) CLARIFY FASTENER FOR |
| GARAGE DOOR BUCK. NOTES ON SHEET A-1 AND |
| NOTES ON DETAIL DON'T MATCH. REVISE. |
| B) CLARIFY CONNECTORS SPECIFIED FOR |
| ENTRY PORCH BEAM. WHAT'S HUS210-3? SEE |
| SIMPSON CATALOGUE. |
| C) SPECIFY THE 4 STRAPS SPECIFIED FOR |
| ENTRY PORCH ON TOP OF CONCRETE COLUMN. |
| NOTE: NEED WOOD TO MASONRY CONNECTOR. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| D) ROOF FRAMING PLAN IS MISSING LINTEL |
| AT ROOM ADJACENT TO KITCHEN. |
| SEE COMMENTS ON PLANS. |
| |
| IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| JULIO GOMEZ AT (561)805-6712. |