| Date |
Text |
| 2015-08-21 09:09:19 | 1ST REVIEW: FBC 2010 BUILDING |
| | PERMIT #15061203 |
| | 8/21/15 |
| | |
| | 1) SHEET CS1: PLEASE REVISE THE FLORIDA BUILDING CODE |
| | REFERENCE LISTED UNDER "CODES USED" TO INDICATE THE |
| | FLORIDA BUILDING CODE RESIDENTIAL- 2010. REFER TO |
| | SECTION R101.2. |
| | 2) GEOTECHNICAL EVALUATION REQUIRED FOR CONSTRUCTION OF |
| | THE BUILDING. SUBMIT TWO COPIES OF A SOIL TEST AND |
| | REPORT SIGNED AND SEALED BY A FLORIDA LICENSED |
| | GEOTECHNICAL ENGINEER- SECTION R401.4 FBC-10 |
| | RESIDENTIAL. |
| | 3) PLEASE REVIEW SECTION R301 FBC-10 RESIDENTIAL AND |
| | PROVIDE THE WIND DESIGN CRITERIA ON THE PLAN: |
| | BASIC WIND SPEED PER FIGURE R301.2.(4), |
| | WIND SPEED CONVERSION IN ACCORDANCE WITH SECTION |
| | R301.2.1.3. |
| | EXPOSURE CATEGORY- R301.2.1.4. |
| | COMPONENTS AND CLADDING PRESSURES POSITIVE AND |
| | NEGATIVE- TABLE R301.2(2). |
| | HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS- TABLE |
| | R301.2(3). |
| | WINDLOADS- LATERAL AND UPLIFT PRESSURES- ON ROOFTOP |
| | STRUCTURES AND EQUIPMENT- SECTION R301.2.1.1.3 |
| | 4) S-0: SPECIFY THE PSI OF COLUMN, FILL CELL, AND BOND |
| | BEAM GROUT. |
| | 5) S-1B: PLACE A NOTE INDICATING SUBTERRANEAN TERMITE |
| | PROTECTION (SOIL TREATMENT) WILL BE PROVIDED IN |
| | ACCORDANCE WITH R318 FBC-10 RESIDENTIAL. |
| | 6) S-1B: THE SPACINGS OF THE #5 VERTICAL REINFORCEMENT |
| | BARS (REBAR) ON THE MAIN HOUSE AND GARAGE EXTERIOR |
| | MASONRY WALLS ARE EXCEEDING THE ALLOWABLE MAXIMUMS AS |
| | DETERMINED BY TABLE R609.3.3A-1. PLEASE REDUCE THE |
| | SPACING PER THE TABLE REQUIREMENTS. |
| | 7) S-1B: PROVIDE STRUCTURAL DETAILS FOR THE ACCU PAD. |
| | 8) S-4B: DETAIL 5/S4- SPECIFY PRESSURE TREATED FOR THE |
| | 2X4 SLEEPER- R317.1 |
| | 9) S-4B: DETAIL 9/S4- INDICATE THE SPECIES, GRADE, |
| | SIZE, AND SPACING OF WOOD STUDS FOR THE GARAGE/LIVING |
| | COMMON WALL. SPECIFY PRESSURE TREATED FOR THE BOTTOM |
| | PLATE. |
| | 10) S-4B: DETAIL 4/S4 & 5/S4- INDICATE THE TYPE OF |
| | WEATHER AND WATER RESISTANT FINISH TO BE ATTACHED TO |
| | THE WOOD FRAMED GABLE WALLS. REFER TO SECTION R703 AND |
| | R703.6 FOR EXTERIOR PLASTER (STUCCO), AND R703.6.3 FOR |
| | WATER-RESISTANT BARRIER MATERIAL. REVISE THE DETAIL |
| | ACCORDINGLY. |
| | 11) REFER TO SECTION R301.1 AND ADDRESS ITEM #6 AS IT |
| | RELATES TO THE ROOF OVERHANG AND THE OPENING IN THE |
| | SUMMER KITCHEN WALL. INDICATE SEPARATION DISTANCES TO |
| | THE ADJACENT BUILDING. |
| | 12) 2B: PLACE A NOTE IN THE PLAN INDICATING WHICH |
| | BATHROOM DOOR IS MEETING COMPLIANCE FOR THE REQUIRED |
| | 29-INCH CLEAR OPENING PER SECTION R320.1.1. |
| | 13) 9B: DETAIL 3- INDICATE THE TYPE, SIZE, AND SPACINGS |
| | OF THE 2X12 ANCHORS. |
| | 14) 10B: DETAIL 3- REFER TO SECTION R401.3 AND SHOW THE |
| | MINIMUM GRADE FALL AWAY FROM THE FOUNDATION. |
| | 15) PRODUCT APPROVALS AND MIAMI-DADE NOA'S: A) THE |
| | GARAGE DOOR PRODUCT APPROVAL FL 09174-R7 IS OUTDATED |
| | FOR 2010- PROVIDE TWO COPIES OF FL 09174-R9. B) ENTRY |
| | DOOR FL 8871.5-R4 IS OUTDATED FOR 2010- PROVIDE TWO |
| | COPIES OF FL 8871.5-R6. C) THE DESIGN PROFESSIONAL OF |
| | RECORD SHALL CIRCLE, HIGHLIGHT, OR OTHERWISE MARK ALL |
| | APPLICABLE DETAILS, NOTES, DESIGN PRESSURES, GLASS |
| | TYPES, ANCHORING SCHEDULES ETC. ON THE PRODUCT |
| | APPROVALS AND NOA'S FOR THE WINDOWS, SLIDER DOORS, |
| | ENTRY DOORS, AND TILE ROOFING. PLEASE SUBMIT PRODUCT |
| | APPROVALS FOR TILE UNDERLAYMENT AND FOAM ADHESIVE IF |
| | APPLICABLE TO THE TILE ROOF INSTALLATION. |
| | 16) ENERGY FORM 405-10: A) SEE PAGE 2- DATA FOR GABLE |
| | ROOF AREA NOT INDICATED. B) PAGE 3- WOOD WINDOWS ARE |
| | LISTED HOWEVER THE NOA'S INDICATE ALUMINUM. D) COMPLETE |
| | THE CODE COMPLIANCE CHECKLIST ON PAGE #5. |
| | |
| | CHRISTOPHER L. COLE |
| | STANDARD PLANS EXAMINER |
| | 561-805-6719 |
| | [email protected] |
| | |
