| 2018-05-18 16:19:17 | PLAN |
| | REVIEW COMMENTS |
| | |
| | 1ST REVIEW: FBC FIFTH EDITION (2014) |
| | ROBERT MCDOUGAL, CBO |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561) 805-6714 |
| | [email protected] |
| | |
| | REVISED TRUSS DRAWINGS DENIED BY BUILDING |
| | |
| | 1) THE TRUSS LAYOUT PLAN SPECIFIES THE STRUCTURAL |
| | CONNECTORS FOR THE TRUSS TO TRUSS CONNECTIONS. THESE |
| | CONNECTIONS ARE NOT SPECIFIED ON THE STRUCTURAL PLANS |
| | BY THE ARCHITECT. THE NOTE ON THE STRUCTURAL PLANS |
| | STATES "CONNECTION BY TRUSS COMPANY" FOR THESE |
| | CONNECTIONS. THEREFORE, THE LAYOUT PLAN WHICH SPECIFIES |
| | THE STRUCTURAL CONNECTORS IS REQUIRED TO BE SIGNED AND |
| | SEALED. FBC107.1 GENERAL. SUBMITTAL DOCUMENTS |
| | CONSISTING OF CONSTRUCTION DOCUMENTS, STATEMENT OF |
| | SPECIAL INSPECTIONS, GEOTECHNICAL REPORT AND OTHER DATA |
| | SHALL BE SUBMITTED IN TWO OR MORE SETS WITH EACH PERMIT |
| | APPLICATION. THE CONSTRUCTION DOCUMENTS SHALL BE |
| | PREPARED BY A REGISTERED DESIGN PROFESSIONAL WHERE |
| | REQUIRED BY CHAPTER 471, FLORIDA STATUTES & 61G15 |
| | FLORIDA ADMINISTRATIVE CODE OR CHAPTER 481, FLORIDA |
| | STATUTES & 61G1 FLORIDA ADMINISTRATIVE CODE. WHERE |
| | SPECIAL CONDITIONS EXIST, THE BUILDING OFFICIAL IS |
| | AUTHORIZED TO REQUIRE ADDITIONAL CONSTRUCTION DOCUMENTS |
| | TO BE PREPARED BY A |
| | REGISTERED DESIGN PROFESSIONAL. |
| | |
| | 2) THE TOP CORD DEAD LOAD FOR THE ROOF TRUSSES ON THE |
| | TRUSS DRAWINGS IS 7.0 PSF WHICH IS LESS THAN THE 15 PSF |
| | LISTED ON THE REVISED ROOF FRAMING PLAN S-3. THE PLANS |
| | SPECIFY A 4.5 : 12 SLOPE ROOF WITH CLAY "S" TILE. |
| | PLEASE REVIEW AND DETERMINE THE PROPER TOP CORD ROOF |
| | LOAD. FBC 107.2.1 |
| | |
| | TRUSS DRAWING REPAIRS DENIED BY BUILDING |
| | PLEASE ADDRESS THE ITEMS NOTED BELOW: |
| | |
| | 1) THE TRUSS DRAWINGS ARE NOT SIGNED BY THE ENGINEER. |
| | 61G15-23.003 PROCEDURES FOR PHYSICALLY SIGNING AND |
| | SEALING PLANS, SPECIFICATIONS, REPORTS OR OTHER |
| | DOCUMENTS. ENGINEERING PLANS, SPECIFICATIONS, REPORTS |
| | OR OTHER DOCUMENTS WHICH MUST BE SIGNED, DATED AND |
| | SEALED IN ACCORDANCE WITH THE PROVISIONS OF SECTION |
| | 471.025, F.S., AND RULE 61G15-23.001, F.A.C. MAY BE |
| | PHYSICALLY SIGNED, DATED AND SEALED AS PROVIDED HEREIN |
| | BY THE PROFESSIONAL ENGINEER IN RESPONSIBLE CHARGE. |
| | (1) THE LICENSEE SHALL SIGN BY HAND AN ORIGINAL OF THE |
| | LICENSEE'S SIGNATURE ON EACH PAGE REQUIRED TO BE |
| | SEALED. A SCANNED, FACSIMILE, DIGITALLY CREATED OR |
| | COPIED IMAGE OF THE LICENSEE'S SIGNATURE SHALL NOT BE |
| | USED. |
| | (2) THE LICENSEE MUST THEN USE A WET SEAL, A DIGITALLY |
| | CREATED SEAL, OR AN EMBOSSING SEAL PLACED PARTIALLY |
| | OVERLAPPING THE LICENSEE?S SIGNATURE ON EACH PAGE |
| | REQUIRED TO BE SEALED. THE PLACEMENT OF THE SEAL SHALL |
| | NOT RENDER THE SIGNATURE ILLEGIBLE. |
| | |
| | 2) PROVIDE A SIGNED AND SEALED LETTER FROM THE ENGINEER |
| | THAT PROVIDES AN EXPLANATION OF HIS TRUSS "REPAIR" |
| | DOCUMENTS AND THE REASON THAT IT IS BEING DONE. SPECIFY |
| | THE MATERIAL THAT IS BEING INSTALLED ON THE FLOOR. |
| | PROVIDE THE THICKNESS AND THE WEIGHT OF THE MATERIAL |
| | THAT IS TO BE INSTALLED. FBC 107.2.1.2 |
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