| 2015-07-07 12:39:33 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL |
| | BUILDING PLANS EXAMINER |
| | [email protected] |
| | 561-805-6724 |
| | |
| | 1. TWO IDENTICAL COLLATED SETS OF PLANS REQUIRED, FBC |
| | 107. ONE SET HAS BEEN REVIEWED, BUT IT DOES NOT APPEAR |
| | THAT THE SETS ARE IDENTICAL. |
| | |
| | 2. FLORIDA STATE OR LOCAL PRODUCT APPROVAL REQUIRED FOR |
| | COMPONENTS AND CLADDING (ROOF COVERING, WINDOW, DOOR, |
| | VENT), FAC 9N 3, FBC 2010 RESIDENTIAL 301. |
| | |
| | 3. FBC 2010 RESIDENTIAL 301.1, 301.2.1.1, 602.3, |
| | 703.1.2, REVISE PLAN TO STATE METHOD USED FOR DESIGN. |
| | STRUCTURES ARE TO BE EITHER ENGINEERED USING ASCE 7 10 |
| | OR ONE OF THE PRESCRIPTIVE METHODS. |
| | |
| | IF THE DESIGN IS NOT PRESCRIPTIVE AND IS ENGINEERED AND |
| | THE PLANS ARE NOT CERTIFIED BY A DESIGN PROFESSIONAL |
| | (ARCHITECT OR ENGINEER), CALCULATIONS ARE REQUIRED. |
| | (CALCULATIONS MAY BE REQUIRED EVEN IF CERTIFIED BY AN |
| | ARCHITECT OR ENGINEER IF ANY PORTION OF THE DESIGN DOES |
| | NOT APPEAR TO COMPLY WITH THE WIND RESISTANCE |
| | REQUIREMENTS OF THE FBC). |
| | |
| | IF PRESCRIPTIVE, PROVIDE THE PAGES USED FOR THE DESIGN. |
| | |
| | THE PLANS SUBMITTED APPEAR TO HAVE BEEN OBTAINED FROM A |
| | WEBSITE WHICH STATES THE FOLLOWING: |
| | DO THE PLANS INCLUDE THE REQUIREMENTS FOR FLORIDA? |
| | HURRICANE WIND SPEEDS? |
| | WE HAVE INFORMATION FOR BUILDING SHEDS IN FLORIDA. YOU |
| | CAN REQUEST THIS INFORMATION BY EMAILING OUR |
| | SUPPORT@ICREATABLES EMAIL. IT IS BASED ON PUBLISHED |
| | ENGINEERING FOR PALM BEACH COUNTY WHICH HAS THE MOST |
| | STRINGENT REQUIREMENTS. |
| | WIND EXPOSURE CATEGORY IS SITE DEPENDENT AND MUST BE |
| | DETERMINED BY THE ENGINEER OF RECORD BASED UPON SITE |
| | CONDITIONS UNLESS YOUR LOCAL BUILDING DEPARTMENT WILL |
| | ALLOW THE PUBLISHED ENGINEERING. |
| | ENGINEERING FOR MOST FLORIDA AREAS NEEDS TO BE DONE BY |
| | AN ENGINEER LICENSED IN FLORIDA. MOST OF THE ADDITIONS |
| | ARE FOR HURRICANE STRAPS AND ANCHORING TO THE GROUND. |
| | THE ENGINEER CAN WRITE ADDITIONAL ENGINEERING NOTES ON |
| | THE PLANS AND SUBMIT CALCULATIONS AS A SEPARATE |
| | DOCUMENT. SOME CITIES HAVE A PRINT OUT THAT CAN BE |
| | ATTACHED AS AN ADDENDUM THAT YOU SUBMIT WITH THE PLANS |
| | AFTER GETTING IT FROM THE BUILDING DEPARTMENT. |
| | |
| | DESIGN FOR WIND RESISTANCE APPLIES TO EVERY STRUCTURAL |
| | COMPONENT, FOUNDATION THROUGH THE ROOF. IT APPEARS THAT |
| | THE PLAN PROVIDED WAS NOT DESIGNED TO RESIST WIND |
| | (STRAPS/CONNECTORS NOT SHOWN). |
| | |
| | 4. REVISE PLAN TO INCLUDE WIND DESIGN CRITERIA (WIND |
| | SPEED, EXPOSURE CLASSIFICATION), FBC 2010 RESIDENTIAL |
| | 301.2.1. |
| | |
| | 5. FBC 107, PROVIDE A STRUCTURAL SPEC FOR ALL LUMBER |
| | (SPECIES, STRENGTH, PT WHERE REQUIRED) |
| | |
| | 6. TERMITE TREATMENT NOT SPECIFIED; REVISE PLAN TO |
| | INCLUDE, FBC 2010 RESIDENTIAL 318.1. |
| | |
| | 7. SHOW GRADE IN RELATION TO THE SIDING, FBC |
| | |
| | 8. PROVIDE A STRUCTURAL SPECIFICATION FOR THE SIDING |
| | WHICH ALSO ACTS AS SHEATHING, FBC 2010 RESIDENTIAL |
| | 604.1 (IDENTIFICATION AND GRADE). |
| | |
| | 9. SIDING FASTENERS TO COMPLY WITH FBC 2010 RESIDENTIAL |
| | 703.4, REVISE PLAN TO SHOW COMPLIANCE. |
| | |
| | 10. FBC 2010 RESIDENTIAL 703.1, WEATHER RESISTANT |
| | EXTERIOR REQUIRED, REVISE PLAN TO SHOW COMPLIANCE |
| | (SPECIFYING PAINT IS ACCEPTABLE). |
| | |
| | 11. REMOVE SHEETS WHICH ARE NOT STRUCTURAL IN NATURE. |
| | BUILDING INSTRUCTIONS/TEMPLATES WERE PROVIDED BUT ARE |
| | NOT NEEDED FOR A BUILDING PERMIT. |
| | |
| | 12. IF PLANS ARE NOT SIGNED AND SEALED BY A DESIGN |
| | PROFESSIONAL, PLANS TO INCLUDE THE PRINTED NAME AND |
| | SIGNATURE OF THE INDIVIDUAL TAKING RESPONSIBILITY FOR |
| | THE DESIGN, FBC 107. |
| | |
| | 13. ADVISORY ONLY - A COMPLETE PLAN REVIEW CANNOT BE |
| | DONE AT THIS TIME AS PLAN SUBMITTED DOES NOT APPEAR TO |
| | BE INTENDED FOR THIS WIND ZONE. |
| | |
