Date |
Text |
2014-05-01 11:12:54 | ****CORRECTIONS**** |
| SAMANTHA HILL |
| BUILDING PLANS EXAMINER |
| [email protected] |
| 561-805-6724 |
| |
| PROJECT: LOFTIN PLACE |
| CONTRACTOR CONTACT: [email protected] |
| ARCHITECT: MSA ARCHITECTS, INC., JOSE I. SAUMELL |
| ENGINEER: BBM STRUCTURAL ENGINEERS, JOEL R. |
| MIDDLEBROOKS PE |
| CONTACT: NEYITA LEIVA, LICENSE & PERMIT SERVICES: |
| NEYITALPS01.NET 561-856-6655 |
| |
| 1. PROVISO - PER APPLICANT, SCOPE OF THIS FOUNDATION |
| PERMIT IS LIMITED TO VIBROCOMPACTION, BELOW GRADE |
| FOUNDATIONS, AND WATER, SEWER AND STORM PIPING. |
| |
| 2. PROVISO - PER APPLICANT, PLAT PLAN HAS BEEN |
| SUBMITTED. |
| |
| 3-8. OK |
| |
| 9. SEE THRESHOLD PLAN REVIEW - THIS IS REQUIRED PRIOR |
| TO PERMIT ISSUANCE PER FLORIDA STATUTE 553. |
| |
| SHEETS S0.5 AND 0.6 (THRESHOLD INSPECTION PLAN) FROM |
| THE BUILDING PERMIT ARE IN REVIEW. PLEASE INCLUDE IN |
| THIS PERMIT. |
| |
| 10. PROVISO - FBC 110.7 IMPACT OF CONSTRUCTION. PER |
| MANNY GONZALEZ, A POLLUTION PREVENTION PLAN HAS BEEN |
| FILED WITH THE ENGINEERING DEPARTMENT. |
| |
| 11. COMMENT FROM REVIEW #1: FBC 110.3.7.4.4 ALL PLANS |
| FOR THE BUILDING WHICH ARE REQUIRED TO BE SIGNED AND |
| SEALED BY THE ARCHITECT OR ENGINEER OF RECORD CONTAIN A |
| STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S OR |
| ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS |
| COMPLY WITH THE APPLICABLE FIRE SAFETY STANDARDS AS |
| DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH |
| THIS SECTION AND 633 FLORIDA STATUTE. |
| |
| 2ND REVIEW, RESPONSE LETTER STATES THAT THIS IS DULY |
| NOTED BUT I WAS UNABLE TO LOCATE THE STATEMENT ON THE |
| PLANS (REQUIRED TO BE STATED BY THE ARCHITECT AND BY |
| THE ENGINEER). |
| |
| PLEASE ALSO SEE FLORIDA STATUTE 553.79(7) (D): |
| ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE |
| SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF |
| RECORD CONTAIN A STATEMENT THAT, TO THE BEST OF THE |
| ARCHITECT?S OR ENGINEER?S KNOWLEDGE, THE PLANS AND |
| SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM |
| BUILDING CODES AND THE APPLICABLE FIRESAFETY STANDARDS |
| AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH |
| THIS CHAPTER AND CHAPTER 633. |
| |
| PLEASE ADVISE AS TO WHICH SHEET THIS STATEMENT CAN BE |
| LOCATED, OR ADD TO AT LEAST ONE ARCHITECTURAL AND ONE |
| STRUCTURAL SHEET. THIS IS REQUIRED FOR ALL THRESHOLD |
| BUILDINGS. |
| |
| 12-13. OK |
| |
| 14. PROVISO - INFORMATIONAL SHEETS NOT RELATED TO |
| FOUNDATION HAVE NOT BEEN REVIEWED. |
| |
| 15-16. OK |
| |
| 17. COMMENT FROM REVIEW #1: REVISE PLAN TO INCLUDE WIND |
| DESIGN CRITERIA FBC1603.1.4. |
| |
| RESPONSE IS THAT THIS IS INCLUDED ON THE BUILDING PLAN. |
| THE MASTER HAS NOT YET BEEN ISSUED AND IS STILL IN |
| REVIEW; THEREFORE IS NOT A PART OF THE PUBLIC |
| RECORD/PERMIT DOCUMENT. FOR THIS FOUNDATION PERMIT |
| BEING REQUESTED, PLEASE REVISE PLAN TO INCLUDE WIND |
| DESIGN CRITERIA AS REQUIRED BY FBC 1603.1.4. IF THE |
| STRUCTURAL ENGINEER FEELS THAT WIND DESIGN CRITERIA IS |
| NOT RELEVANT TO THE FOUNDATION DESIGN, PLEASE HAVE HIM |
| CALL ME TO DISCUSS. |
| |
| 18. COMMENT FROM REVIEW #1: PROVIDE MORE INFORMATION |
| FOR THE PILES : TYPE, SIZE, ETC., FBC 107. |
| 2ND REVIEW, PILES ARE NOT TO BE INSTALLED PER RESPONSE |
| LETTER AND PER GEOTECHNICAL REPORT. SEE S5.1, TYPICAL |
| CONCRETE COLUMN. THIS DETAIL SHOWS A PILE CAP, PLEASE |
| CLARIFY OR REMOVE FROM DETAIL. |
| |