| 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 |
| | |
| | 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. |
| | |
| | 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. |
| | |
| | |
