Date |
Text |
2021-09-01 11:11:14 | ****CORRECTIONS**** |
| |
| PETER E VALENTI |
| BUILDING PLANS EXAMINER |
| [email protected] |
| 561-805-6673 |
| |
| FBC = FLORIDA BUILDING CODE, 7TH EDITION (2020) |
| FBC B = FBC BUILDING |
| FBC EB = FBC EXISTING BUILDING |
| FBC A = FBC ACCESSIBILITY |
| FBC EC = FBC ENERGY CONSERVATION |
| FBC R = FBC RESIDENTIAL |
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| 2ND BUILDING REVIEW DENIED: |
| |
| 1.) FBC B 107.2.1, PROVIDE MORE INFORMATION AS TO THE |
| OCCUPANCY. IT APPEARS THAT THIS WILL NOT BE CONSIDERED |
| A MALL BUT IS GOING TO BE CONSIDERED MIXED USE WITH |
| A-2, B, M, & S-2 OCCUPANCIES. |
| |
| FBC B 1010.1.2.1, THE EGRESS THROUGH ALL DOORS FROM |
| TENENT SPACE 1 INTO TENANT SPACE 2 MUST OPEN IN THE |
| DIRECTION OF EGRESS. |
| |
| FBC B 508.3 & 508.4, PROVIDE INDICATION ON PLANS |
| WHETHER OR NOT THIS IS GOING TO BE CLASSIFIED AS |
| NON-SEPARATED. IT DOES APPEAR THAT THIS IS GOING TO BE |
| NON-SEPARATED. IF THIS IS TO BE CLASSIFIED AS |
| NON-SEPARATED, PROVIDE DETAILS AS TO HOW IT MEETS THE |
| REQUIREMENTS OF A NON-SEPARATED CLASSIFICATION. IF |
| CLASSIFIED AS NON-SEPARATED, AREA OF REFUGE WILL HAVE |
| TO BE REMOVED FROM PLANS OR ALL OF THE REQUIREMENTS OF |
| AN AREA OF REFUGE WILL HAVE TO BE MET INCLUDING |
| FIRE/SMOKE RATED WALLS. |
| |
| FBC B 1016.2(3), THE EGRESS ACCESS SHALL NOT PASS |
| THROUGH A ROOM THAT (CAN) BE LOCKED.(NO LOCKS ON |
| DOORS). |
| |
| 2.) FBC B 107.2.1, PROVIDE INDICATIONS ON PLANS THAT |
| EXTERIOR DOORS FROM TENANT SPACE 1 (GARDEN |
| CENTER/RECEIVING AREA) ARE NOT EGRESS. |
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| LATERAL FORCE-RESISTING SYSTEM |
| |
| FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS OR A/C STANDS, |
| AND OR VENTS, DETAILED ATTACHMENT TO THE ROOF FRAMING & |
| DECK AS WELL AS FROM THE CURB OR ROOF STAND TO THE |
| EQUIPMENT ABOVE. |
| |
| FBC B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| LOADS. |
| |
| THE ROOF TOP A/C STAND PRODUCT APPROVALS, TO BE |
| REVIEWED BY THE DESIGNER OF RECORD. PLEASE IDENTIFY THE |
| FOLLOWING REQUIREMENTS CALCULATING THE AREA (SIDE VIEW) |
| OF THE ROOF TOP COMPRESSORS, CONFIGURATION ON STAND, |
| THE MEAN ROOF HEIGHT OF THE STAND AND COMPRESSORS, |
| WEIGHT, CIRCLED THE DESIGN PARAMETERS IN THE TABLES, |
| ANCHORS AND UPLIFT VERSES MOMENT FOR THE UNIT TO THE |
| STAND AND THE STAND TO THE ROOF. THE PRODUCT APPROVAL |
| IS TO BE REVIEWED BY THE DESIGNER OF RECORD, APPROVED |
| BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. |
| |
| PLEASE NOTE THAT ADDITIONAL COMMENTS MAY BE ADDED AT |
| TIME OF NEXT REVIEW. |
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