| Date |
Text |
| 2007-06-28 17:02:36 | BUILDING REVIEW CHECKLIST: |
| | 1- PROPERTY IS LOCATED IN FLOOD ZONE "B", NOT "C". |
| | REVISE ORIGINAL SURVEY AS REQUIRED. |
| | |
| | 2- SPECIFY CONSTRUCTION TYPE AS REQUIRED BY SEC. 602.1 |
| | FBC 2004. |
| | |
| | 3- SHEET 1 OF 6: |
| | A) UPDATE ALL INFORMATION GIVEN IN THE WIND |
| | INFORMATION AT THE BOTTOM LEFT SIDE OF THE SHEET.SEE |
| | 2006 REVISED SHEETS OF 2004 FLORIDA RESIDENTIAL CODE |
| | AND FBC 2004.REFERENCE CORRECT CODE SECTION AND |
| | TABLE. |
| | |
| | B) UPDATE DESIGN PRESSURES AT WINDOWS AND DOORS |
| | OPENINGS AND PROVIDE CORRECT REFERENCE TABLES. SEE |
| | REVISIONS TO 2004 FLORIDA RESIDENTIAL CODE AND FBC 2004 |
| | AND REVISE ALL INFORMATION AS REQUIRED. |
| | |
| | 4- SHEET 2 OF 6: |
| | A) SPECIFY SAFETY GLASS FOR WINDOW BY TUB AS |
| | REQUIRED BY SEC. R308.4 OF 2004 FLORIDA RESIDENTIAL |
| | CODE. |
| | *** NOTE: NO REQUIREDIF USING HURRICANE MISSILE |
| | IMPACT GLASS. |
| | |
| | B) SPECIFY HOW IS EXISTING TIE BEAM REINFORCED TO |
| | RECEIVE THE PROPOSED ADDITIONAL LOAD AT AREAS WHERE THE |
| | BEARING WALL IS REMOVED. SEC. 106.1.2 CITY AMENDMENTS |
| | TO FBC 2004. |
| | |
| | 5- SHEET 3 OF 6: |
| | A) LINTEL DESIGN LOADS DON'T MATCH INFORMATION GIVEN |
| | ON SHEET 1. REVISE AS REQUIRED. |
| | |
| | B) WHERE IS THE SITE ENGINEERING PLAN SPECIFIED IN |
| | THE FOUNDATION PLAN. |
| | |
| | C) CLARIFY WHY USING THE SAME LINTEL SIZE FOR ALL |
| | OPENINGS. SEC. 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | D) INFORMATION SHOWN ON FOUNDATION PLAN AND DETAILS |
| | 2 AND 5 DON'T MATCH. REVISE AS REQUIRED. |
| | |
| | 6- SHEET 4 OF 6: |
| | A) UPDATE SIMPSON STRAP SCHEDULE. SEE CURRENT |
| | CATALOG AND REVISE AS REQUIRED. OTHERWISE, PROVIDE |
| | COMPLETE ENGINEERING ANALYSIS FOR NAIL SIZE AND NUMBER |
| | THAT DIFFER FROM THOSE TESTED AND PUBLISHED BY THE |
| | MANUFACTURER. SEC. 106.1.2 CITY AMENDMENTS TO FBC |
| | 2004. |
| | |
| | B) CONNECTOR #1 CAN'T BE USED TO ATTACH TRUSS TO |
| | EXISTING BEAM.CONNECTOR NEEDS TO BE EMBEDDED. NEED TO |
| | SPECIFY WOOD TO MASONRY CONNECTOR THAT WORKS FOR |
| | PROPOSED APPLICATION. REVISE AS REQUIRED. |
| | |
| | 7- SHEET 5 OF 6: |
| | A) UPDATE INFORMATION GIVEN ON THE GENERAL |
| | CONSTRUCTION NOTES.SEE CURRENT CODES AND REVISE AS |
| | REQUIRED. |
| | |
| | B) SPECIFY ROOF SHEATHING NAIL TYPE AND SPACING FOR |
| | ALL ROOF ZONE AREAS. SEE SEC. R803.2.3.1 OF 2004 |
| | FLORIDA RESIDENTIAL CODE AND PROVIDE INFORMATION AS |
| | REQUIRED. |
| | |
| | C) PROVIDE DETAIL/SPECS FOR ROOF CROSS VENTILATION |
| | AS REQUIRED BY SEC. R806 OF 2004 FLORIDA RESIDENTIAL |
| | CODE.PROVIDE SPECIFIC SIZE AND LOCATION OF VENTS. *** |
| | NOTE: VENTS SHOWN ON TYP. WALL SECTION DON'T WORK. |
| | REVISE AS REQUIRED. |
| | |
| | D) ATTIC INSULATION SHOWN ON DETAILS AND INFORMATION |
| | SHOWN ON ENERGY CALCULATIONS DON'T MATCH. REVISE AS |
| | REQUIRED. |
| | |
| | E) PROVIDE COMPLETE AND SPECIFICINFORMATION FOR |
| | BUCK DETAIL FASTENING.CLEARLY SPECIFY TAPCON SIZE AND |
| | SPACING FOR 1X AND 2X BUCKS. INFORMATION FOR DOOR AND |
| | WINDOW INSTALLATION SHALL BE SHOWED IN THE PRODUCT |
| | APPROVAL. OMIT THIS INFORMATION TO AVOID CONFUSIONS AND |
| | CONFLICTS WITH PRODUCT APPROVALS. |
| | |
| | F) OUTLOOKER DETAIL:CLARIFY HOW INSTALLING THE |
| | 5/8" CDX PLYWOOD W/(3)8D NAILS @ 6" O.C.?. SEC. 106.1.2 |
| | CITY AMENDMENTS TO FBC 2004. |
| | |
| | G) WALL SECTION AT EXISTING WALL: CLARIFY HOW |
| | INSTALLING 2"X4" P.T. LEDGER W/ (3)16D 12" O.C.?SEC. |
| | 106.1.2 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 8- ONLY TWO SETS OF EVERYTHING IS REQUIRED. THREE SETS |
| | ARE NOT REQUIRED. |
| | |
| | 9- OWES $764.22 FOR UPDATED VALUATION AND RADON FEES AS |
| | REQUIRED BY SEC. 108.3 CITY AMENDMENTS TO FBC 2004. |
| | |
| | 10- PROVIDE PRODUCT APPROVALS AS REQUIRED BY DCA RULE |
| | 9B-72 FOR: |
| | A) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON |
| | PLANS.PROVIDE THE FLORIDA PRODUCT APPROVAL COVER PAGE |
| | AND PAGE SHOWING THE CONNECTOR ONLY TO EXPEDITE REVIEW |
| | PROCESS AND SAVE PAPER. |
| | |
| | B) SINGLE HUNG WINDOWS.PROVIDE THE INFORMATION |
| | THAT WAS SUBMITTED TO OBTAIN THE FLORIDA PRODUCT |
| | APPROVAL.INFORMATION SUBMITTED IS NOT THE ONE |
| | SUBMITTED FOR APPROVAL. GO TO FLORIDA PRODUCT APPROVAL |
| | WEBSITE WWW.FLORIDABUILDING.ORG AND DOWNLOAD |
| | CORRESPONDING INFORMATION.AND, PROVIDE ONLY THE |
| | DRAWINGS FOR THE SPECIFIC WINDOW MODEL TO BE USED. |
| | |
| | C) EXTERIOR DOOR. PROVIDE FLORIDA PRODUCT APPROVAL |
| | COVER PAGE WITH 2004 CODE VERSION. ONE SUBMITTED IS FOR |
| | 2001. |
| | |
| | D) FLAT ROOF ASSEMBLY: |
| | * PROVIDE 2004 CODE VERSION. ONE SUBMITTED IS FOR |
| | 2001. |
| | ** NOA #01-0129.15 EXPIRED ON 05/03/06. |
| | *** SELECTED ASSEMBLY ON PAGE 22 OF NOA SUBMITTED IS |
| | FOR INSULATED DECK.ACCORDING TO PLANS THERE IS NOT |
| | INSULATED ASSEMBLY. REVISE AS REQUIRED. |
| | **** IF SELECTED ASSEMBLY HAS MORE THAN ONE BASE SHEET |
| | FASTENING OPTION, THEN MARK SPECIFIC FASTENING OPTION. |
| | ***** PROVIDE RAS 117 CALCULATIONS FOR NAIL ENHANCING |
| | AT PERIMETER AND CORNER AREAS AS REQUIRED BY GENERAL |
| | LIMITATION #7. |
| | |
| | 11- ALL PRODUCT APPROVALS NEED TO BE REVIEWED AND |
| | APPROVE IN WRITING (NOT SIGNING AND SEALING)BY THE |
| | ENGINEER OF RECORD. ENGINEER CAN'T NOT SIGN AND SEAL |
| | THESE PRODUCT APPROVALS BECAUSE HE DIDN'T DESIGN THEM. |
| | |
| | *** ALSO, MAKE SURE NAME OF ENGINEERING APPROVING |
| | PRODUCT APPROVALS IS PROVIDED ALSO. |
| | |
| | 12- ENERGY CALCULATIONS: |
| | A) NEED TO USE REVISED 2006 FORM. |
| | |
| | B) CLARIFY WHY CONDITIONED AREA ON ITEM 6 IS |
| | DIFFERENT THAT CEILING AREA ON ITEM 10. |
| | |
| | C) COORDINATE CEILING INSULATION VALUE WITH PLANS. |
| | INFORMATION SUBMITTED DOESN'T MATCH. |
| | |
| | 13- SOIL TEST REPORT: |
| | * LETTERHEAD NEED TO PROVIDE THE ENGINEERING FIRM |
| | CERTIFICATE OF AUTHORIZATION NUMBER AS REQUIRED BY SEC. |
| | 471 FLORIDA STATUTE AND SEC. 61G15-23.002 OF FLORIDA |
| | ADMINSITRATIVE CODE. |
| | ** PROVIDE KEY PLAN SHOWING LOCATION OF BORING TESTS. |
| | |
| | JULIO GOMEZ |
| | BUILDING PLANS EXAMINER |
| | (561) 805-6712 |
