| Date |
Text |
| 2021-12-03 13:04:17 | PUT IN WRONG FIELD, SEE PREVIOUS REVIEW COMMENTS BY |
| | JGOMEZ |
| | 3117 WASHINGTON RD GIVEN TO THE HABITABLE SPACE ABOVE |
| | THE GARAGE. WHEN A PERMIT IS APPLIED FOR THAT BUILDING |
| | THE ADDRESS WILL NEED TO BE 3117 WASHINGTON RD |
| | |
| | |
| | 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] |
| | |
| 2021-12-03 11:30:22 | PUT IN WRONG FIELD, SEE PREVIOUS REVIEW COMMENTS BY |
| | JGOMEZ |
| 2021-12-03 11:23:46 | 3117 WASHINGTON RD GIVEN TO THE HABITABLE SPACE ABOVE |
| | THE GARAGE. WHEN A PERMIT IS APPLIED FOR THAT BUILDING |
| | THE ADDRESS WILL NEED TO BE 3117 WASHINGTON RD |
