| Date |
Text |
| 2011-04-06 14:01:22 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | |
| | 1- PROVIDE PRODUCT APPROVALS FOR UNDERLAYMENT TYPE |
| | SPECIFIED ON SHEETS A3 & A4 APPROVED FOR WOOD SHAKES |
| | AND METAL ROOF APPLICATIONS. ***NOTE: WOOD SHAKES |
| | REQUIRE UNDERLAYMENT INSTALLATION PER RAS 130. SEE |
| | SHAKE NOA AND RAS 130. |
| | 2- METAL ROOF NOA 07-0822.05 SUBMITTED DOESN'T MEET THE |
| | DESIGN PRESSURES OF SEC. R301 FOR ROOF ZONES 2 AND 3. |
| | NEED PRODUCT APPROVAL THAT MEETS THE DESIGN PRESSURES. |
| | 3- PROVIDE PRODUCT APPROVAL FOR 8"WIDE PRECAST LINTELS. |
| | NOA 08-0320.09 SUBMITTED IS FOR 4", 6" & 12" LINTELS |
| | ONLY. |
| | 4- PROVIDE PRODUCT APPROVAL FOR SHUTTERS SHOWN ON PLANS |
| | WITH COMPLETE INSTALLATION SCHEDULE. |
| | 5- PROVIDE PRODUCT APPROVAL FOR METAL LOUVERED PLANS |
| | SHOWN ON PLANS WITH COMPLETE INSTALLATION SCHEDULE. |
| | 6- DESIGNER OF RECORD TO APPROVE IN WRITING ALL PRODUCT |
| | APPROVALS. SEC. 106.3.3 CITY AMENDMENTS TO FBC. |
| | 7- SHEET S-1: A) DESIGN PRESSURES SHOWN ON WORST CASE |
| | NOTE DON'T MATCH DESIGN PRESSURES SHOWN ON THE 2 STORY |
| | SKETCH. |
| | B) COORDINATE ALL THE DESIGN LOADS WITH LOADS SHOWN ON |
| | S3 AND INCLUDE THE ATTIC LIVE LOAD AND THE BALCONY |
| | LOADS AS REQUIRED BY TABLE R301.5 (AND THE ADDITIONAL |
| | LOAD FOR POOL TABLE). ***NOTE: SHEET A2 WAS NOT REVISED |
| | TO EXCLUDE THE GYP-CRETE FLOOR. |
| | 8- SOIL TEST REPORT SUBMITTED: A) NEEDS ENGINEER'S |
| | ORIGINAL SEAL & SIGNATURE. CHAPTER 471 FLORIDA STATUTE. |
| | B) ENGINEER TO UPDATE HIS LICENSE STATUTES WITH DBPR. |
| | 9- PROVIDE THE TECHNICAL LITERATURE FOR THE SPRAY |
| | INSULATION. ARCHITECT TO APPROVE IT IN WRITING. |
