Date |
Text |
2021-11-30 14:54:43 | RESIDENTIAL (R3) ADDITION, ALTERATION BUILDING REVIEW |
| COMMENTS |
| CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS. |
| PERMIT #21090681 |
| |
| NOTE: |
| SEC. 606 FBC-EXISTING BUILDING. SEC. 1101.1 |
| FBC-EXISTING BUILDING. ALL NEW CONSTRUCTION ELEMENTS, |
| COMPONENTS, SYSTEMS, AND SPACES SHALL COMPLY WITH THE |
| REQUIREMENTS OF THE FLORIDA BUILDING CODE. |
| |
| 1- THE PROPOSED ADDITION IS GOING TO BE BUILT IN A AE |
| FLOOD ZONE WITH A BASE FLOOD ELEVATION (BFE) OF 6 FEET |
| BASED ON NAVD 88. |
| THE PROPOSED ADDITION AND ALTERATION IS CONSIDERED A |
| SUBSTANTIAL IMPROVEMENT. THE ADDITION AND THE EXISTING |
| HOUSE SHALL HAVE THE LOWEST FLOOR FINISHED ELEVATION |
| ELEVATED TO OR ABOVE THE BASE FLOOD ELEVATION PLUS TWO |
| FEET. |
| THEREFORE, THE MIN. REQUIRED FINISHED FLOOR ELEVATION |
| IS 8 FEET. |
| NOTE: PLANS NEED TO SHOW THE PROPOSED FINISHED FLOOR |
| ELEVATION. NEED TO PROVIDE THE CONSTRUCTION DRAWINGS |
| ELEVATION CERTIFICATE AND SURVEY SHOWING THE FINISH |
| FLOOR ELEVATIONS FOR REVIEW. |
| CITY ORDINANCE 4729-17. |
| SEC. 18-33 TECHNICAL AMENDMENTS TO FLORIDA BUILDING |
| CODE. |
| SEC. 107.3.5.3 CITY AMENDMENTS. |
| |
| DURING THE PERMITTING OF THIS STRUCTURE THREE DIFFERENT |
| FLOOD ELEVATION CERTIFICATES WILL BE REQUIRED: |
| A) CONSTRUCTION DRAWINGS. |
| B) BUILDING UNDER CONSTRUCTION. |
| C) FINISHED CONSTRUCTION. |
| |
| 2- THERE ARE TWO SEPARATE BUILDINGS IN THIS LOT. |
| SEPARATE PERMIT APPLICATION IS REQUIRED FOR EACH |
| BUILDING. |
| THIS PERMIT APPLICATION (#21090681) WILL BE USED FOR |
| THE MAIN HOUSE. PLEASE SUBMIT A SEPARATE PERMIT |
| APPLICATION (AND SUB-PERMIT APPLICATIONS) FOR |
| GARAGE/BEDROOM SUITE BUILDING. SEPARATE PERMIT |
| APPLICATIONS HELP TO COORDINATE INSPECTIONS FOR EACH |
| BUILDING AND TO FACILITATE RECORDS KEEPING. SEC. |
| 107.2.1.3 CITY AMENDMENTS. |
| |
| 3-LOT DRAINAGE |
| PROVIDE DRAINAGE PLAN SHOWING COMPLIANCE WITH THE |
| FOLLOWING: R401.3 FBC-RESIDENTIAL. SEC. 107.2.5 CITY |
| AMENDMENTS. |
| SEC. 110.9 CITY AMENDMENTS. |
| NOTE: DRAINAGE PLAN TO SHOW THE EXISTING AND PROPOSED |
| GRADE ELEVATIONS SHOWING HOW KEEPING WATER AWAY FROM |
| ADJACENT PROPERTIES. |
| |
| 4-PROVIDE SOIL TEST REPORT AS REQUIRED BY SEC. 1101.1 |
| FBC-EXISTING BUILDING AND SEC. R401.4 FBC-RESIDENTIAL. |
| |
| COMMENTS FOR GARAGE BUILDING: |
| 5-ACCORDING TO SEC. R301.2.1.4.3 FBC-RESIDENTIAL THIS |
| BUILDING IS LOCATED IN EXPOSURE "D" NOT "C". REVISE |
| BUILDING EXPOSURE AND ALL ROOF AND WALLS DESIGN WIND |
| PRESSURES INFORMATION. |
| ALSO, REVISE TRUSS ANCHOR SCHEDULE ACCORDINGLY. PRODUCT |
| APPROVALS WILL BE REVIEWED WHEN DESIGN PRESSURES ARE |
| REVISED. |
| |
| 6- PLANS SUBMITTED DON'T PROVIDE INFORMATION ABOUT |
| GARAGE EXISTING FOOTING. IT IS NOT KNOWN IF EXISTING |
| FOOTING IS ADEQUATE TO RECEIVE THE ADDITIONAL SECOND |
| FLOOR LOAD. DESIGNER OF RECORD TO PROVIDE EXISTING |
| FOOTING INFORMATION AND PROVIDE CALCULATIONS SHOWING |
| THAT FOOTING WILL BE ADEQUATE TO RECEIVE THE ADDITIONAL |
| LOAD. SEC. 107.2.1.2 CITY AMENDMENTS. SEC. R301.1 |
| FBC-RESIDENTIAL. |
| |
| 7- SECOND FLOOR FRAMING PLAN AND WALL SECTION ON SHEET |
| S-G1 DON'T PROVIDE INFORMATION FOR BEAM SUPPORTING THE |
| SECOND FLOOR TRUSSES. PROVIDE COMPLETE DETAILS AND |
| SPECIFICATIONS. SEC. R301.1 FBC-RESIDENTIAL. |
| |
| 8- THERE IS A CONCERN ABOUT TYPE AND SPACING OF ANCHOR |
| SPECIFIED TO SUPPORT THE SECOND FLOOR TRUSSES. SECOND |
| FLOOR FRAMING PLAN AND WALL SECTION ON SHEET S-G1 |
| SPECIFY (2)2X8 P.T. LEDGER FASTENED WITH 1/2"X6" POWER |
| WEDGE BOLTS @32" O.C. TYPICALLY POWER WEDGE BOLTS ARE |
| DESIGNED FOR CONCRETE INSTALLATION. PROVIDE |
| CALCULATIONS AND MANUFACTURER'S SPECS SHOWING THAT THE |
| PROPOSED ANCHOR TYPE AND SPACING IS ADEQUATE FOR THE |
| PROPOSED USE (CONCRETE BLOCK). SEC. 107.2.1.2 CITY |
| AMENDMENTS. COORDINATE WITH ITEM #7 ABOVE. |
| |
| 9-DESIGNER OF RECORD TO SPECIFY ALL LIVE AND DEAD LOADS |
| FOR SECOND FLOOR AND ROOF. CLEARLY SPECIFY SECOND FLOOR |
| LIVE AND DEAD LOADS (TOP AND BOTTOM CHORDS) AND ROOF |
| LIVE AND DEAD LOADS (TOP AND BOTTOM CHORDS), INCLUDING |
| THE ATTIC LIVE LOAD AS REQUIRED BY TABLE R301.5 |
| FBC-RESIDENTIAL. |
| SEE FOOTNOTES "B" AND "G". |
| |
| 10-PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| STAIRWAY CONSTRUCTION. SPECIFY ALL DIMENSIONS, ALL |
| FRAMING MEMBERS AND CONNECTORS, FOOTINGS, ETC. PROVIDE |
| COMPLETE HANDRAIL AND GUARDRAIL CONSTRUCTION SHOWING |
| COMPLIANCE WITH TABLE R301.5, SEC. R311.7.8 AND SEC. |
| R312.1 FBC-RESIDENTIAL. |
| NOTE: SCHEMATIC STAIR SECTION AND RAILING SECTION DON'T |
| MATCH PLANS. AND, THE CITED CODE SECTIONS ARE FOR |
| COMMERCIAL BUILDINGS. NEED TO REFERENCE THE RESIDENTIAL |
| CODE. REVISE AS REQUIRED. |
| |
| 11- SHEET S-G1: |
| A)REVISE PLYWOOD ROOF SHEATHING NAILING SPACING. ROOF |
| SHEATHING NEEDS TO BE NAILED AT 4 INCHES O.C. IN THE |
| FIELD AND EDGES AS REQUIRED BY SEC. R803.2.3.1 AND |
| TABLE R803.2.3.1 FBC-RESIDENTIAL. |
| |
| B)ROOF ZONE DESIGN PRESSURES SKETCH IS INCORRECT. THIS |
| IS NOT A FLAT ROOF, THIS IS A HIP ROOF. SEE FIGURE |
| R301.2(7) FBC-RESIDENTIAL AND REVISE AS REQUIRED. |
| |
| 12-SHEET A-1G: SPECIFY SECOND FLOOR ATTIC ACCESS SIZE |
| AND LOCATION SHOWING COMPLIANCE WITH SEC. R807 |
| FBC-RESIDENTIAL. |
| |
| 13- PROVIDE COMPLETE STRUCTURAL BUCK DETAIL AND |
| FASTENING SPECIFICATIONS FOR NEW OVERHEAD GARAGE DOOR. |
| SEC. R301.1 FBC-RESIDENTIAL. |
| |
| 14- PROVIDE DOOR AND WINDOW SCHEDULES. SEC. 107.3.5.3 |
| CITY AMENDMENTS. |
| NOTE: CONSTRUCTION PLAN ON SHEET A-1G SHOWS 3'-0" |
| OPENING FOR 2ND STORY ENTRY DOOR. I LOOKS LIKE THIS |
| DOOR MAY NOT MEET EGRESS REQUIREMENTS. VERIFY AS |
| REQUIRED. |
| |
| 15- WINDOW FALL PROTECTION SHALL BE PROVIDED ON SECOND |
| FLOOR WINDOWS WHERE THE TOP OF THE WINDOW SILL OF AN |
| OPERABLE WINDOW IS LOCATED LESS THAN 24" ABOVE THE |
| FINISHED FLOOR . SEC. R312.2 FBC RESIDENTIAL. |
| NOTE: CLEARLY SPECIFY THE WINDOW SILL HEIGHT OF SECOND |
| FLOOR WINDOWS. |
| |
| 16- ATTIC VENTILATION: |
| A)ATTIC VENT CALCULATIONS ON SHEET S-G1 ARE INCORRECT. |
| THE ATTIC AREA IS NOT 512 S.F. NEED TO INCLUDE ALL THE |
| ROOF AREA, INCLUDING THE 2 FEET OVERHANG. ALSO, |
| CALCULATIONS RESULTS OF 1 SQUARE FEET AND 1 VENT IS |
| INCORRECT. REVISE AS REQUIRED. ALSO, SPECIFY |
| SIZE/SPACING OF ATTIC VENTS AND CLEARLY SHOW LOCATION |
| OF ATTIC VENTS ON THE ROOF PLAN. SEC. R806 |
| FBC-RESIDENTIAL. |
| |
| B)WALL SECTION ON SHEET S-G1: IT IS NOT CLEAR IF THE |
| ROOF ATTIC IS GOING TO BE VENTILATED OR NOT. WALL |
| SECTION SPECIFIES "STUCCO SOFFIT-SEE VENTING |
| CALCULATIONS" BUT IT ALSO SPECIFIES TWO TYPES OF ROOF |
| INSULATION. R-30 BATT INSULATION AND "ISONINE INSUL, |
| ALT.". (I ASSUME THIS IS ICYNENE INSULATION). TO AVOID |
| CONFLICTS/DELAYS, DESIGNER OF RECORD NEEDS TO CLEARLY |
| DEFINE IF DESIGNING A VENTED OR UNVENTED ATTIC. SEC. |
| 107.2.1 CITY AMENDMENTS. SEC. R806 FBC-RESIDENTIAL. |
| COORDINATE AND REVISE PLANS AS REQUIRED. |
| NOTE: IF SPECIFYING ICYNENE SPRAY INSULATION, THEN |
| PROVIDE ICC EVALUATION REPORT REVIEWED BY THE ARCHITECT |
| OF RECORD. |
| |
| |
| MAIN HOUSE: |
| 17- PROVIDE WINDOW AND DOOR SCHEDULES. |
| NEED TO VERIFY MASTER BEDROOM EMERGENCY EGRESS. SEC. |
| R310 FBC-RESIDENTIAL AND EXISTING BEDROOM ADJACENT TO |
| THE MASTER BEDROOM EMERGENCY EGRESS. SEC. 702.5 |
| FBC-EXISTING BUILDING. |
| |
| 18- SPECIFY ATTIC ACCESS SIZE AND LOCATION. SEC. R807.1 |
| FBC-RESIDENTIAL. |
| NOTE: CHECK HEADROOM CLEARANCES. |
| |
| 19- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR THE |
| CONSTRUCTION OF THE NEW COVERED AWNING AREA OR SPECIFY |
| PROVIDE COMPLETE INFORMATION UNDER A SEPARATE PERMIT. |
| SEC. 107.2.1 CITY AMENDMENTS. |
| |
| 20- ROOF VENTILATION |
| SPECIFY ROOF CROSS VENTILATION AS REQUIRED BY SEC. R806 |
| FBC-RESIDENTIAL. SPECIFY SIZE AND LOCATION. |
| |
| 21- ROOF FRAMING PLAN ON SHEET S-2: |
| A)PROVIDE DETAILS/SPECIFICATIONS SHOWING HOW THE |
| EXISTING TRUSSES THAT ARE CUT TO ALLOW FOR THE NEW ROOF |
| SYSTEM TRUSSES ARE REINFORCED TO TRANSFER LOADS TO |
| ANOTHER BEARING POINT AS SHOWN ON PLANS. SEC. 107.2.1 |
| CITY AMENDMENTS. SEC. R301.1 FBC-RESIDENTIAL. |
| |
| B)NEW GIRDER TRUSS SUPPORTING ADDITION ROOF SYSTEM. |
| SPECIFY CONNECTORS TO EXISTING STRUCTURE. SEC. R301.1 |
| FBC-RESIDENTIAL. |
| |
| C)CLEARLY SPECIFY CONNECTOR AT EACH END OF ALL GIRDER |
| TRUSSES SHOWN THE ROOF FRAMING PLAN. IT IS NOT CLEAR |
| WHICH GIRDER TRUSSES REQUIRES 2 TRUSS CONNECTORS AND |
| WHICH DO NOT. SEC. 107.2.1 CITY AMENDMENTS. SEC. R301.1 |
| FBC-RESIDENTIAL. |
| |
| D) REVISE ROOF SHEATHING NAILING SPACING. ROOF |
| SHEATHING NEEDS TO BE NAILED AT 4 INCHES O.C. IN THE |
| FIELD AND EDGES AS REQUIRED BY SEC. R803.2.3.1 AND |
| TABLE R803.2.3.1 FBC-RESIDENTIAL. |
| REVISE ROOF SHEATHING FASTENING SPECIFIED ON THE ROOF |
| FRAMING PLAN. |
| |
| 22- SHEET SD-1: |
| A)ACCORDING TO SEC. R301.2.1.4.3 FBC-RESIDENTIAL THIS |
| BUILDING IS LOCATED IN EXPOSURE "D" NOT "C". REVISE |
| BUILDING EXPOSURE AND ALL ROOF AND WALLS DESIGN WIND |
| PRESSURES INFORMATION. |
| ALSO, REVISE TRUSS ANCHOR SCHEDULE ACCORDINGLY. |
| |
| B)DESIGNER OF RECORD TO SPECIFY ALL LIVE AND DEAD LOADS |
| FOR SECOND FLOOR AND ROOF. CLEARLY SPECIFY SECOND FLOOR |
| LIVE AND DEAD LOADS (TOP AND BOTTOM CHORDS) AND ROOF |
| LIVE AND DEAD LOADS (TOP AND BOTTOM CHORDS), INCLUDING |
| THE ATTIC LIVE LOAD AS REQUIRED BY TABLE R301.5 |
| FBC-RESIDENTIAL. |
| SEE FOOTNOTES "B" AND "G". |
| |
| C) SITE DATA: AREA CALCULATIONS DON'T MATCH. WHY 1ST FL |
| GARAGE AREA IS 504 S.F. AND SECOND FL IS 496 S.F. |
| CLARIFY WHY. ALSO, THE BALCONY AND STAIRS ARE NOT |
| ACCOUNTED ON THE TOTAL FLOOR AREA. REVISE AS REQUIRED |
| TO INCLUDE ALL CONSTRUCTION AREAS. SEC. 107.2.1 CITY |
| AMENDMENTS. |
| |
| WHEN RESUBMITTING, A TRANSMITTAL LETTER LISTING THE |
| ORIGINAL REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF |
| THE REVISION MADE, IDENTIFYING THE SHEET OR |
| SPECIFICATION PAGE WHERE THE CHANGES CAN BE FOUND WILL |
| HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR |
| ANTICIPATED COOPERATION. |
| |
| PLEASE FEEL FREE TO CONTACT ME IF YOU HAVE ANY |
| QUESTIONS REGARDING THESE COMMENTS, |
| JULIO GOMEZ |
| COMMERCIAL COMBINATION PLANS EXAMINER |
| DEVELOPMENT SERVICES DEPARTMENT |
| BUILDING DIVISION |
| (561)805-6712 |
| [email protected] |
| |