| Date |
Text |
| 2007-12-13 17:00:24 | RESIDENTIAL ADDITION BUILDING REVIEW FIRST CHECKLIST. |
| | REVIEW UNDER FBC 2004 WITH 2007 REVISIONS. |
| | |
| | 1- PROVIDE RECORDED NOTICE OF COMMENCEMENT AS REQUIRED |
| | BY SEC. 713.13 FLORIDA STATUTE.THIS DOCUMENT MAY BE |
| | RECORDED AT AT LATER TIME AT TIME OF PERMIT ISSUANCE. |
| | |
| | 2-TWO LAYERS OF UNDERLAYMENT ARE REQUIRED WHEN ROOF |
| | PITCH IS 3:12. .SEC. R905.2.7 OF 2004 FLORIDA |
| | RESIDENTIAL CODE.ADD THESE SPECIFICATION ON PLANS. |
| | SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 3- PROVIDE COMPLETE 2X STRUCTURAL BUCK DETAIL FOR SWING |
| | DOOR AS REQUIRED BY SEC. R613.6.1.1 OF 2004 FLORIDA |
| | RESIDENTIAL CODE AND BY PRODUCT APPROVAL NOA 02-1211.13 |
| | SUBMITTED.SEC. 106.1.2CITY AMENDMENTS TO FBC 2004. |
| | |
| | 4- VALUATION DECLARED IN THE PERMIT APPLICATION IS TOO |
| | LOW.IT WAS UPDATED TO $47,126 AS REQUIRED BY SEC. |
| | 108.3 CITY AMENDMENTS TO FBC 2004.THEREFORE OWES |
| | $456.93FORUPDATED VALUATION AND RADON FEES. |
| | |
| | 5- PROVIDE COMPLETE INFORMATION FOR STORM SHUTTERS. |
| | PROVIDE INSTALLATION SCHEDULE WITH ALL INFORMATION |
| | COMPLETED TO VERIFY COMPLIANCE WITH PROPOSED |
| | INSTALLATION. SEE ATTACHED SAMPLE OF INSTALLATION |
| | SCHEDULE. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 6- PROVIDE SOIL TEST REPORT. (TWO COPIES).PLEASE MAKE |
| | SURE IT HAS ENGINEER'S ORIGINAL SIGNATURE AND |
| | ENGINEERING FIRM CERTIFICATE OF AUTHORIZATION NUMBER AS |
| | REQUIRED BY SEC. 61G15-23.002(2) OF FLORIDA |
| | ADMINISTRATIVE CODE TO AVOID UNNECESSARY DELAYS. |
| | |
| | 7- SHEET 4:INFORMATION ON (BF1) EXTERIOR BEARING |
| | FOOTING DETAIL DOESN'T MATCH INFORMATION GIVEN ON |
| | TYPICAL WALL SECTION ON SHEET 9.CLARIFY THICKNESS FOR |
| | VISQUEEN TO BE USED. 6 MIL OR 10 MIL. REVISE AS |
| | REQUIRED. |
| | |
| | 8- SHEET 5: |
| | A) REVISE REINFORCED MASONRY WALLS NOTE #1.SEE |
| | SEC. R606.4 OF 2004 RESIDENTIAL CODE FOR MIN. |
| | COMPRESSIVE STRENGTH REQUIRED. |
| | |
| | B) REVISE NOTE #9. INFORMATION ON THIS NOTE DOESN'T |
| | MATCH INFORMATION GIVEN ON TYP. CORNER REINFORCING OF |
| | BOND BEAM ON SHEET 6.REVISE AS REQUIRED. |
| | |
| | C) REVISE NOTE #11.CITE CORRECT SECTION.FBC 2004 |
| | 305.3 DOESN'T APPLY.SEE CHAPTER 6 OF 2004 FLORIDA |
| | RESIDENTIAL CODE AND REVISE AS REQUIRED. |
| | |
| | D) NUMBER OF MASONRY COLUMNS SHOWNAT THE ENDS OF |
| | GARAGE DOOR OPENINGS AND ENTRY DOOR OPENING SHOWN ON |
| | THE WEST WALL SIDE DON'T MATCH INFORMATION SHOWN ON |
| | FOUNDATION PLAN. REVISE AS REQUIRED. |
| | |
| | 9- SHEET 6: |
| | A) 8"X8" COLUMN CORNER DETAILDOESN'T APPLY TO THIS |
| | JOB.TYPICAL MASONRY FILLED CELL DETAIL DOESN'T APPLY |
| | TO THIS JOB EITHER.THERE AE NOT EXISTING CMU WALLS. |
| | EVERYTHING IS NEW.PROVIDEONLY DETAILS THAT APPLY TO |
| | THIS JOB TO AVOID CONFLICTS. |
| | |
| | B) TYPICAL MASONRY WALL CONSTRUCTION DOESN'T APPLY |
| | TO THIS JOB EITHER.TYPE AOF FOUNDATION AND TYPE OF |
| | TIE BEAM DON'T MATCH THOSE SHOWN ON THE OTHER PLANS. |
| | PROVIDE ONLY DETAILS THAT APPLY TO THIS JOB TO AVOID |
| | CONFLICTS. |
| | |
| | 10- SHEET 8: NORTH ELEVATION IS MISSING THE LINE |
| | SHOWING THE SETBACK WALL BEHIND. REVISE AS REQUIRED. |
| | SEE COMMENTS ON REVIEWED SET OF PLANS. |
| | |
| | 11- SHEET 9:CLARIFY THICKNESS OF ROOF SHEATHING. |
| | TYPICAL WALL SECTION SECTION CALLS FOR 5/8"C.D.X. |
| | PLYWOOD, WHILETYPICAL TRUSS CONNECTOR DETAIL O SHEET |
| | 10 ANDPLYWOOD NAILING DIAPHRAGMON SHEET 11 CALLS |
| | FOR 19/32". REVISE AS REQUIRED. |
| | |
| | 12- SHEET 10: |
| | A) TYPICAL TRUSS CONNECTOR: REVISE ROOF SHEATHING |
| | NAIL TYPE (NEED 8D RING SHANK MIN.)AND SPACING, |
| | INCLUDING ROOF ZONE #3. SEE SEC.R803.2.3.1 OF 2004 |
| | FLORIDA RESIDENTIAL CODE AND REVISE AS REQUIRED. ALSO, |
| | CLEARLY IDENTIFY ROOF ZONE 3. |
| | |
| | B) NUMBER OF NAILS SHOWN FOR SIMPSON META 14 |
| | CONNECTORSHOWN ON TYP. TRUSS DETAIL DON'T MATCH |
| | NUMBER OF NAILSSHOWN ON TRUSS CONNECTOR SCHEDULE. |
| | REVISE AS REQUIRED. |
| | |
| | C) ALLOWABLE UPLIFT SHOWN ON TYP. TRUSS CONNECTOR |
| | DOESN'T MATCH THAT ONE SHOWN ON TRUSS CONNECTOR |
| | SCHEDULE. REVISE AS REQUIRED. |
| | |
| | D) SPECIFY CONNECTOR AT THE ENDS OF GIRDER TRUSS |
| | LOCATED ON THE NORTH SIDE OF THE ROOF. NONE WAS |
| | SPECIFIED ON THE ROOF FRAMING PLAN. SEE COMMENTS ON |
| | PLAN. |
| | |
| | 13- SHEET 11: |
| | A) WIND ZONES SKETCH:ROOF ZONE 3 DOESN'T APPLY |
| | ONLY TO GABLE END ROOF. IT APPLIES TO HIP ROOFS AS |
| | WELL. REVISE AS REQUIRED. SEE FIGURE R301.2(8) OF 2004 |
| | FLORIDA RESIDENTIAL CODE AND FIGURE 6-3 OF ASCE 7-02 |
| | AND REVISE AS REQUIRED. |
| | |
| | B) REVISESECTION 1606.2 REFERENCED ON THE DESIGN |
| | CRITERIA.SEE SEC. R301 OF 2004 FLORIDA RESIDENTIAL |
| | CODE FOR CORRECT SECTIONS TO BE CITED AND REVISE AS |
| | REQUIRED. |
| | ***NOTE: SAME COMMENT APPLIES TO FOOTNOTES SHOWN ON |
| | WIND LOAD SCHEDULE. |
| | |
| | C) REVISE ROOF SHEATHING NAILING SCHEDULE. NEED TO |
| | SPECIFY MIN. 8D RING SHANK NAIL AND REVISE NAIL SPACING |
| | ON ROOF ZONE 3 AS REQUIRED BY SEC. R803.2.3.1 OF 2004 |
| | FLORIDA RESIDENTIAL CODE. |
| | ***NOTE: DELETE FOOTNOTE REGARDING RING SHANK NAIL NOT |
| | REQUIRED FOR MEAN ROOF HEIGHT LESS THAN 25'-0". |
| | |
| | D) REVISE PLYWOOD NAILING SKETCH TO REFLECTREVISED |
| | INFORMATION REQUESTED ON ITEM 13(C) ABOVE. |
| | |
| | 14- PRODUCT APPROVAL FOR PRECAST LINTELS NOA 03-0605.05 |
| | EXPIRED ON 05/21/06. NEED TO PROVIDE CURRENT NOA. |
| | NOTE:DESIGNER OF RECORD TO REVIEW AND APPROVE IN |
| | WRITING PRODUCT APPROVAL AS REQUIRED BY SEC. 106.3.3 |
| | CITY AMENDMENTS TO FBC 2004. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561)805-6712 |
