| Date |
Text |
| 2020-04-29 11:31:50 | CARPORT ENCLOSURE |
| | REVIEWED BY ROGER MCPHERSON |
| | 561-805-6716 |
| | [email protected] |
| | |
| | CORRECTIONS NEEDED - |
| | THE ENCLOSURE FRAMING CANNOT BE BUILT USING CODE |
| | PERSCRIPTIVE FRAMING AND CONNECTIONS - YOU WILL NEED TO |
| | PROVIDE THE WIND DESIGN CALCULATIONS FOR THE ENCLOSURE |
| | USING WIND SPEEDS 170MPH, EXPOSURE "B" "C" OR "D" AS |
| | APPLICABLE. |
| | 1) PLEASE SHOW THE WIND LOAD CALCULATIONS TO COMPLY |
| | WITH THE WIND LOADS OR HAVE THE DRAWINGS SIGNED AND |
| | SEALED BY AN ARCHITECT OR ENGINEER. FBC 1609 |
| | FBC R301.2.1.1 WIND LIMITATIONS AND WIND DESIGN |
| | REQUIRED. |
| | THE PRESCRIPTIVE PROVISIONS OF THIS CODE FOR WOOD |
| | CONSTRUCTION, COLD-FORMED STEEL LIGHT-FRAME |
| | CONSTRUCTION, AND MASONRY CONSTRUCTION SHALL NOT APPLY |
| | TO THE DESIGN OF BUILDINGS WHERE THE ULTIMATE DESIGN |
| | WIND SPEED, VULT, FROM FIGURE R301.2(4) EQUALS OR |
| | EXCEEDS 115 MILES PER HOUR (51 M/S). |
| | FBC 1609.1.1DETERMINATION OF WIND LOADS. |
| | WIND LOADS ON EVERY BUILDING OR STRUCTURE SHALL BE |
| | DETERMINED IN ACCORDANCE WITH CHAPTERS 26 TO 30 OF ASCE |
| | 7 OR PROVISIONS OF THE ALTERNATE ALL-HEIGHTS METHOD IN |
| | SECTION 1609.6 |
| | PLEASE SHOW THE COMPLETE CALCULATIONS FOR THE WIND |
| | DESIGN FOR THE ENCLOSURE. |
| | 2) WIND DESIGN PRESSURE ENGINEERING PROVIDED FOR THE |
| | WINDOW OPENINGS NEEDS HAVE A DIGITAL SIGNATURE PROVIDED |
| | BY THE ARCHITECT OR ENGINEER TO BE USED IN ELECTRONIC |
| | PLAN REVIEW. PLEASE CONTACT THE ENGINEER OR ARCHITECT |
| | AND ASK FOR THE ENGINEERING TO BE DIGITALLY SIGNED. A |
| | CERTIFICATE-BASED DIGITAL SIGNATURE (OFTEN JUST CALLED |
| | A DIGITAL SIGNATURE) IS A SPECIFIC TYPE OF E-SIGNATURE. |
| | WHEN PROVIDED IT CANNOT BE PRINTED OUT IT WILL LOSE THE |
| | DIGITAL SIGNATURE ? IT MUST TRAVEL IN THE COMPUTER. |
