| Date |
Text |
| 2016-01-07 09:32:23 | BUILDING REVIEW APPROVED WITH PROVISO: |
| | 1- SHEET 5 OF 6: |
| | A) REVISE ROOF BCLL. THE 10PSF NON-CONCURRENT LOAD |
| | SPECIFIED AFTER THE 20PSF IS INCORRECT. THE CORRECT |
| | LIVE LOAD IS 20PSF PER NOTES "B" AND "G" OF-TABLE |
| | R301.5. |
| | B) ROOF FRAMING PLAN: SPECIFY CONNECTOR AT BOTH ENDS OF |
| | ALL GIRDER TRUSSES. |
| | C) CONNECTOR #2 SPECIFIED FOR GIRDER TRUSS A15G NEEDS |
| | TO BE REVISED. THIS IS A TWO PLY GIRDER TRUSS. REVISE |
| | THE NUMBER OF CONNECTORS REQUIRED FOR A TWO PLY TRUSS |
| | AND SPECIFY THE CORRECT SIZE OF NAIL ACCORDING TO THE |
| | NUMBER OF TRUSSES. SEE PRODUCT APPROVAL FOR CONNECTOR |
| | HHETA AND REVISE AS REQUIRED. 1. |
| | 2- REVISE THE EXPOSURE SPECIFIED ON THE DESIGN |
| | CRITERIA. BUILDING IS LOCATED IN EXPOSURE "D" NOT "B". |
| | SEC. R301.2.1.4.3. |
| | 3- REVISE ENERGY CALCULATIONS: |
| | A) CONDITIONED AREA DOESN'T MATCH AREA SHOWN ON PLANS. |
| | B) ROOF MATERIAL SPECIFIED ON PAGE 2 OF 5 DOESN'T MATCH |
| | PLANS AND PRODUCT APPROVAL SUBMITTED. |
| | C) REVISE DOOR TYPE SPECIFIED ON PAGE 3 OF 5. THERE ARE |
| | NOT WOOD DOORS. |
| | D) ENTRY DOOR PRODUCT APPROVAL FL15210.6 SUBMITTED IS |
| | FOR DOORS WITH GLAZING. THIS DOORS NEED TO BE ENTERED |
| | IN THE WINDOWS SECTIONS NOT DOORS. |
| | E) COMPLETE THE FLORIDA CODE COMPLIANCE CHECKLIST PAGE |
| | 5 OF 5. |
| | F) COMPLETE THE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY |
| | CARD. |
| | NOTE: LABEL FOR WINDOWS AND DOORS SHOWING THE U-FACTOR |
| | AND SHGC FACTOR SPECIFIED ON THE ENERGY CALCULATIONS |
| | WILL BE REQUIRED WHEN ENERGY CALCULATIONS ARE NOT USING |
| | THE SOFTWARE DEFAULT FACTOR FOR GLAZING. |
| | 4- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | FAC 61G20-3.0002(33) FOR: |
| | A) PRECAST LINTELS AS SHOWN ON PLANS. |
| | B) SLIDING GLASS DOORS AS SHOWN ON SHEET A-3 BY THE |
| | DINING ROOM AREA. |
| | C) SINGLE HUNG WINDOWS. INFORMATION FROM JELD-WEN |
| | SUBMITTED DOESN'T HAVE A FLORIDA PRODUCT APPROVAL |
| | NUMBER. |
| | D) ROOF TILE ADHESIVE IF SPECIFIED BY THE DESIGNER OF |
| | RECORD. SEE ITEM #6 BELOW. NOTE: SEE ROOF TILE NOA |
| | 11-0510.02 SUBMITTED FOR LISTED ADHESIVES. |
| | 5- DESIGNER OF RECORD TO APPROVE ABOVE PRODUCT |
| | APPROVALS. |
| | 6- ROOFING FINISH MATERIAL WAS CHANGED FROM SHINGLES TO |
| | CONCRETE TILE. DESIGNER OF RECORD TO SPECIFY HOW IS THE |
| | TILE GOING TO BE INSTALLED (ADHESIVE OR SCREWS/NAILS). |
| | 7- PROVIDE 2 COPIES OF THE SOIL TEST REPORT WITH |
| | ENGINEER'S ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY |
| | CHAPTER 471 F.S. |
| | 8- TRUSS ENGINEER TO REVISE TRUSS PACKAGE SUBMITTED: |
| | A) ALL INDIVIDUAL TRUSS DRAWINGS NEED A TITLE BLOCK |
| | WITH THE ENGINEER NAME, ADDRESS AND LICENSE NUMBER AND |
| | THE DATE OF THE DRAWING AS REQUIRED BY 1G15-31.003 OF |
| | FLORIDA ADMINISTRATIVE CODE. |
| | B) REVISE THE ATTIC LIVE LOAD TO COMPLY WITH FOOTNOTES |
| | "B" AND "G" OF TABLE R301.5 OF 2010 FBC-RESIDENTIAL. |
| | NEED 20PSF ATTIC LIVE LOAD. SEE PLANS AND TABLE R301.5. |
