| Date |
Text |
| 2012-09-19 16:26:44 | RESIDENTIAL (R3) ADDITION BUILDING REVIEW COMMENTS. |
| | CODE: 2010 FBC. |
| | |
| | 1- PROVIDE ENERGY CALCULATIONS (TWO COPIES) AS REQUIRED |
| | BY SEC. 103.2 OF 2010 FBC-ENERGY CONSERVATION. |
| | |
| | 2- AFTER PLANS ARE REVISED, BRING THEM TO PALM BEACH |
| | COUNTY (2300 N. JOG RD) TO VERIFY IF IMPACT FEES ARE |
| | DUE. BRING BACK STAMPED PLANS AND COPY OF PAID RECEIPT |
| | IF FEES ARE DUE. COUNTY IMPACT FEE ORDINANCE OF THE |
| | UNIFIED LAND DEVELOPMENT CODE. |
| | |
| | 3- ACCORDING TO PLANS SUBMITTED, PROPOSED LOCATION OF |
| | THE AIR HANDLER UNIT MAY HAVE NOT ENOUGH ROOM TO COMPLY |
| | WITH THE APPLIANCE ACCESS REQUIREMENTS OF SEC. M1305 OF |
| | 2010 FLORIDA RESIDENTIAL CODE. CHECK AND REVISE AS |
| | REQUIRED. |
| | |
| | 4- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY |
| | DCA RULE 9N-3 FOR: |
| | A) PRECAST LINTELS AS SPECIFIED ON PLANS. |
| | |
| | B) SIMPSON TRUSS CONNECTORS SPECIFIED ON PLANS. PROVIDE |
| | ONLY THE PRODUCT APPROVAL COVER PAGE AND PAGE SHOWING |
| | THE CONNECTOR. |
| | |
| | C) BORAL ROOFING UNDERLAYMENT. ACCORDING TO FLORIDA |
| | PRODUCT APPROVAL FL 14317 SUBMITTED THE MAXIMUM DESIGN |
| | PRESSURES FOR THIS SYSTEM IS -45PSF (SEE LIMITATION |
| | #5.5.2.1). DESIGN PRESSURES FOR THIS BUILDING FOR ZONE |
| | 2 AND 3 ARE HIGHER THAN -45PSF. (SEE SEC. R301.2.1.3 OF |
| | 2010 FLORIDA RESIDENTIAL CODE). THEREFORE, THIS PRODUCT |
| | APPROVAL CAN'T BE USED. |
| | |
| | 5- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING |
| | (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS |
| | REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS TO FBC. |
| | |
| | 6- ROOFING CONTRACTOR NEEDS TO APPLY FOR THE ROOFING |
| | PERMIT. 105.1 CITY AMENDMENTS TO FBC. |
| | |
| | 7- PLANS NEED TO SPECIFY ATTIC VENTILATION AS REQUIRED |
| | BY SEC. R806 OF 2010 FLORIDA RESIDENTIAL CODE. SPECIFY |
| | SIZE AND LOCATION. |
| | |
| | 8- SHEET S-1: |
| | A) WIND LOAD SCHEDULE: (1)CLARIFY WHY THE DESIGN IS FOR |
| | 0 TO 7 DEGREES. SEE ROOF PITCH ON PLANS AND REVISE AS |
| | REQUIRED. (2) REVISE NOTE #2. CORNER DISTANCE IS 4'-0" |
| | MIN. AS REQUIRED BY FOOTNOTE ON FIGURE R301.2(7) OF |
| | 2010 FLORIDA RESIDENTIAL CODE. AND CLARIFY WHY THE |
| | TRIBUTARY AREA IS 50SF FOR COMPONENTS AND CLADDING?. |
| | SEC. 107.2.1.3 CITY AMENDMENTS TO FBC. |
| | |
| | B) ROOF SHEATHING NAILING SCHEDULE: REVISE CORNER |
| | DISTANCE A. ACCORDING TO FIGURE R803.2.3.1 GABLE ENDS |
| | DISTANCE IS 5'-0' MIN AND ROOF ZONE 2 IS 4'-0" MIN. |
| | REVISE AS REQUIRED. |
| | |
| | C) ROOF DESIGN LOAD SCHEDULE: THE ROOF LIVE LOAD SHALL |
| | BE DESIGNED AS REQUIRED BY SEC. R301.6 OF 2010 FLORIDA |
| | RESIDENTIAL CODE. REVISE AS REQUIRED. |
| | |
| | 9- SHEET S-2: REVISE ROOF SHEATHING SPECIFICATION SHOWN |
| | ON WALL SECTION 1/S-2 AND 2/S-2 TO MATCH SPECIFICATIONS |
| | SHOWN ON SHEET S-1. INFORMATION SUBMITTED DON'T MATCH. |
| | SEC. 107.2.1 CITY AMENDMENTS TO FBC. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CALL |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | (561)805-6712 |
