| Date |
Text |
| 2022-01-27 16:49:23 | RESIDENTIAL (R3) ALTERATION, SECOND BUILDING REVIEW |
| | COMMENTS |
| | CODE: FBC 7TH EDITION (2020) AND CITY AMENDMENTS. |
| | PERMIT #21080460 |
| | |
| | ORIGINAL COMMENT: |
| | (1)- THIS BUILDING WAS FLAGGED AS AN UNSAFE BUILDING. |
| | ALSO, THERE IS ALSO A RED-TAG FOR FULL GUT REMODEL |
| | WITHOUT PERMITS. NEED TO PROVIDE AN ENGINEERING |
| | ANALYSIS ESTABLISHING THE STRUCTURAL ADEQUACY OF THE |
| | ALTERED BUILDING AND PROVIDE COMPLETE SET OF PLANS |
| | SHOWING ALL THE SCOPE OF WORK. PROVIDE COMPLETE SET OF |
| | PLANS SHOWING ALL THE STRUCTURAL DETAILS AND |
| | SPECIFICATIONS. COMPLETE PLANS WITH ALL ROOMS |
| | DIMENSIONS, ETC. |
| | PLANS NEED TO BE SIGNED AND SEALED BY THE REGISTERED |
| | DESIGN PROFESSIONAL AS REQUIRED BY SEC. 907 |
| | FBC-EXISTING BUILDING. |
| | LEVEL 3 ALTERATION. SEC. 604 FBC-EXISTING BUILDING. |
| | SEC. 907 FBC-EXISTING BUILDING. SEC. 901.2 FBC-EXISTING |
| | BUILDING. SEC. 801.3 FBC-EXISTING BUILDING. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE. |
| | |
| | RESPONSE: |
| | (1)(A)WALL SECTION DETAIL 4/A-1 ON SHEET A-0 SUBMITTED |
| | NEEDS TO BE REVISED: |
| | 1-WALL SECTION SHOWS ONLY ONE TOP PLATE. THIS IS AN |
| | EXTERIOR BEARING WALL. TYPICALLY, WOOD FRAME BEARING |
| | WALLS HAVE DOUBLE TOP PLATE. ENGINEER TO REVISE DETAIL |
| | OR PROVIDE COMPLETE ENGINEERING ANALYSIS SHOWING WHY |
| | ONLY ONE TOP PLATE IS ADEQUATE. SEC. R301.1 |
| | FBC-RESIDENTIAL AND SEC. 107.2.1.2 CITY AMENDMENTS. |
| | |
| | 2-WALL SECTION DOESN'T SHOW THE LOAD PATH SHOWING HOW |
| | THE LOADS ARE TRANSFERED FROM THE ROOF TO THE |
| | FOUNDATION TO SHOW COMPLIANCE WITH FBC-RESIDENTIAL |
| | (2020). ENGINEER FAILED TO SPECIFY THE ROOF TO WALL |
| | HURRICANE CONNECTION, 2X4 STUDS TOP AND BOTTOM |
| | HURRICANE CONNECTIONS AND 2X4 STUDS SPACING. |
| | SEC. R601.2 FBC-RESIDENTIAL AND SEC. 107.2.1.2 CITY |
| | AMENDMENTS. |
| | |
| | 3- BASED ON ENGINEER'S STRUCTURAL INSPECTION REPORT |
| | SUBMITTED, THERE ARE NO "EXISTING WOOD TRUSSES" IN THIS |
| | HOUSE. PHOTOS SUBMITTED SHOW CONVENTIONAL ROOF JOISTS |
| | AND ROOF RIDGE CONSTRUCTION. REVISE DETAIL AS REQUIRED |
| | TO MATCH ACTUAL CONDITIONS. AND, ENGINEER TO PROVIDE |
| | HURRICANE CONNECTION OF ROOF JOIST TO ROOF RIDGE. SEC. |
| | R601.2 FBC-RESIDENTIAL AND SEC. 107.2.1.2 CITY |
| | AMENDMENTS. |
| | |
| | (1)(B)ENGINEER'S STRUCTURAL REPORT STATES ON THE FRONT |
| | PAGE CONCLUSIONS& RECOMMENDATIONS THAT THE HOME DOESN'T |
| | HAVE ANY STRUCTURAL DEFICIENCIES AND THE HOME IS |
| | SUITABLE FOR ITS INTENDED OCCUPANCY. THE PHOTOS OF THE |
| | EXTERIOR WALL AND THE ROOF SHOWN ON THE SAME REPORT |
| | DON'T SHOW ANY HURRICANE STRUCTURAL CONNECTIONS BETWEEN |
| | THE STRUCTURAL FRAMING MEMBERS SHOWING THE LOAD PATH. |
| | ALSO, THE EXTERIOR WALL PHOTO SHOWS NO BASE PLATE AT |
| | THE BOTTOM OF THE WALL BEARING WOOD STUDS. ENGINEER OF |
| | RECORD TO CLARIFY AND PROVIDE COMPLETE ANALYSIS SHOWING |
| | HOW THIS STRUCTURE IS STRUCTURALLY SOUND TO RESIST ALL |
| | LOADS, INCLUDING WINDLOADS. SEC. R301.2.1 |
| | FBC-RESIDENTIAL AND SEC. 107.2.1.2 CITY AMENDMENTS. |
| | |
| | (1)(C)DELETE FASTENING SCHEDULE TABLE R602.3(1) SOWN ON |
| | SHEET A-0. THIS TABLE NO LONGER EXIST ON CURRENT CODE |
| | FBC-RESIDENTIAL(2020). |
| | |
| | |
| | NOTE: |
| | BASED ON PHOTOS SHOWN ON THE ENGINEER'S STRUCTURAL |
| | INSPECTION REPORT SUBMITTED, THE EXTERIOR WALL DOESN'T |
| | HAVE STRUCTURAL ANY STRAPS AND THERE IS NO BOTTOM |
| | PLATE. CONNECTIONS WILL NEED TO BE INSPECTED ONCE |
| | ENGINEER OF RECORD CLARIFIES CONNECTIONS |
| | AND PERMIT IS ISSUED. |
| | SAME COMMENT APPLIES TO ROOF JOISTS TO ROOF RIDGE |
| | CONNECTIONS. |
| | |
| | (2)- OK. |
| | |
| | ORIGINAL COMMENT: |
| | (3)- DESIGN PROFESSIONAL OF RECORD TO SPECIFY ROOF |
| | SHEATHING NAIL TYPE, SIZE AND SPACING AS REQUIRED BY |
| | SEC. R803.2 FBC-RESIDENTIAL. |
| | NOTE: SPECIFICATIONS SUBMITTED ARE INCORRECT. |
| | |
| | RESPONSE: |
| | DESIGN PROFESSIONAL TO REVISE SPECIFICATIONS ON SHEET |
| | A-0. |
| | REVISE ROOF SHEATHING NAILING TYPE, SIZE AND SPACING. |
| | NEED TO USE RING SHANK NAILS AND ROOF SHEATHING NEEDS |
| | TO BE NAILED WITH 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. |
| | NOTE: REVISE SPECIFICATIONS ON ALL PLANS AND WALL |
| | SECTIONS TO AVOID CONFLICTS/DELAYS. |
| | |
| | ORIGINAL COMMENT: |
| | (4)- WINDOW REPLACEMENT: SPECIFY SIZE AND TYPE OF |
| | EXISTING WINDOW AND SIZE AND TYPE OF PROPOSED WINDOWS |
| | TO VERIFY COMPLIANCE WITH THE BEDROOM EGRESS |
| | REQUIREMENTS OF SEC. 702.5 FBC-EXISTING BUILDING. |
| | |
| | RESPONSE: |
| | NONE OF THE BEDROOM WINDOWS SHOWN ON SHEET A-0 COMPLY |
| | WITH THE EMERGENCY ESCAPE WINDOW REQUIREMENTS. EACH |
| | BEDROOM NEEDS TO HAVE AT LEAST ONE WINDOW OR ESCAPE |
| | OPENING COMPLYING WITH THIS CODE SECTION. REVISE AS |
| | REQUIRED. |
| | NOTE: ORIGINAL HOUSE HAD ONLY ONE BEDROOM. THIS HOUSE |
| | WAS GUTTED AND LAYOUT IS NEW. BEDROOM WINDOWS NEED TO |
| | COMPLY. LEVEL 3 ALTERATION. SEC. 604 FBC-EXISTING |
| | BUILDING. SEC. 907 FBC-EXISTING BUILDING. SEC. 901.2 |
| | FBC-EXISTING BUILDING. SEC. 801.3 FBC-EXISTING |
| | BUILDING. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE. |
| | |
| | (5)- OK. |
| | (6)- OK. |
| | (7)- OK. |
| | |
| | ORIGINAL COMMENT: |
| | (8)- VALUATION DECLARED IN THE PERMIT APPLICATION IS |
| | LOW. VALUATION TO INCLUDE ALL LABOR, MATERIALS, |
| | CONTRACTOR'S OVERHEAD AND PROFIT AND DESIGN |
| | PROFESSIONAL FEES AS REQUIRED BY SEC. 109.3 CITY |
| | AMENDMENTS. UPDATE VALUATION TO INCLUDE ALL COSTS OR |
| | PROVIDE COPY OF SIGNED CONTRACTS INCLUDING DESIGN |
| | PROFESSIONAL FEES. |
| | |
| | RESPONSE: |
| | TOTAL VALUE OF $23,200 IS TOO LOW FOR ALL THE SCOPE OF |
| | WORK SHOWN ON PLANS. REVISE VALUE TO REFLECT ACTUAL |
| | INDUSTRY COSTS FOR ALL LABOR, MATERIALS AND DESIGN |
| | PROFESSIONAL FEES. OTHERWISE, VALUATION WILL BE |
| | ESTIMATED. |
| | |
| | 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] |
