| Date |
Text |
| 2018-01-31 12:06:26 | RESIDENTIAL (R3) ALTERATION, BUILDING REVIEW COMMENTS. |
| | CODE: FBC 6TH EDITION (2017). |
| | |
| | 1- WIND LOAD CALCULATIONS SUBMITTED: |
| | A) NEED TO HAVE THE ENGINEER'S ORIGINAL SEAL AND |
| | SIGNATURE AS REQUIRED BY CHAPTER 471 FLORIDA STATUTE |
| | WHEN SUBMITTING DOCUMENTS FOR PUBLIC RECORDS. |
| | |
| | B) REVISE THE MINIMUM EDGE DISTANCE. ACCORDING TO |
| | FOOTNOTE OF FIGURE R301.2(7) FBC-RESIDENTIAL, 6TH |
| | EDITION (2017) THE MINIMUM EDGE DISTANCE "A" IS 4'-0" |
| | IN ALL CASES NOT 3'-0". REVISE AS REQUIRED. |
| | |
| | 2- STORM PANELS FLORIDA PRODUCT APPROVAL FL11968-R4 |
| | SUBMITTED; |
| | A) THE MINIMUM PANEL LENGTH IS 3'-0". SEE NOTE BELOW |
| | THE MAXIMUM DESIGN PRESSURES AND MAXIMUM PANEL LENGTH |
| | TABLE. OPENINGS # 5 AND #13 DON'T COMPLY WITH THIS |
| | REQUIREMENT. REVISE AS REQUIRED. SEC. 107.2.1 CITY |
| | AMENDMENTS. |
| | |
| | B) THE FASTENER EDGE DISTANCE SPECIFIED ON THE SHUTTERS |
| | INSTALLATION SCHEDULE DOESN'T MATCH FASTENER SPACING |
| | SHOWN ON ALTERNATIVE DETAIL 1 ON SHEET 11 OF 14 OF |
| | SHUTTER DRAWINGS SUBMITTED. REVISE AS REQUIRED. SEC. |
| | 107.2.1 CITY AMENDMENTS. |
| | |
| | C) TYPE OF TRACK SHOWN ON ALTERNATIVE DETAIL #4 ON |
| | SHEET 11 OF 14 DOESN'T MATCH THE TYPE OF TRACK MARKED |
| | ON SHEET 1A OF 14. REVISE AS REQUIRED TO MATCH AND |
| | AVOID CONFLICTS/DELAYS. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | D) CLARIFY WHY OPENING #12 IS NOT INCLUDED AT THE TOP |
| | AND BOTTOM OF ALTERNATIVES #1 AND #4 ON SHEET 11 OF 14. |
| | SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | E) SPECIFY LENGTH OF ANCHORS TO VERIFY MINIMUM |
| | EMBEDMENT REQUIRED ON SHEET 11 OF 14. SEC. 107.2.1 CITY |
| | AMENDMENTS. |
| | |
| | F) OPENINGS #1 AND #2 ARE LOCATED IN THE END ZONE #5. |
| | COORDINATE WITH ITEM #1(B) ABOVE. REVISE AS REQUIRED, |
| | INCLUDING THE DESIGN PRESSURES. SEC. 107.2.1 CITY |
| | AMENDMENTS. |
| | |
| | 3- ACCORDION SHUTTERS OPENING #20. REVISE INSTALLATION |
| | SCHEDULE SUBMITTED: |
| | A) SPECIFICATIONS FOR TOP OF OPENING #20 ON SHEET 4 OF |
| | 13 IS FOR CONCRETE CONSTRUCTION. THIS IS A WOOD FRAMED |
| | HOUSE. REVISE AS REQUIRED. SEC. 107.2.1 CITY |
| | AMENDMENTS. |
| | |
| | B) OPENINGS #20 SPECIFY ANCHOR TYPE "A" WITH A SPACING |
| | OF 16" O.C. AT THE BOTTOM. ACCORDING TO ANCHOR SCHEDULE |
| | TABLE ON PAGE 11 OF 13 OF ACCORDION SHUTTERS SUBMITTED |
| | THIS ANCHOR REQUIRES 3.000PSI CONCRETE STRENGTH. IT |
| | LOOKS LIKE THE FLOOR TRACK IS GOING TO BE MOUNTED ON |
| | THE CONCRETE SLAB. TYPICALLY THE CONCRETE SLABS FOR |
| | RESIDENTIAL PROJECTS ARE DESIGNED FOR 2500PSI CONCRETE |
| | STRENGTH. REVISE THE ANCHOR TYPE AND SPACING OR PROVIDE |
| | PROOF THAT THE CONCRETE STRENGTH IS 3.000PSI. SEC. |
| | R301.1 FBC-RESIDENTIAL. |
| | |
| | C) THE FASTENER EDGE DISTANCE EXCLUDES THE STUCCO |
| | FINISH. SEE NOTES ON ANCHOR SCHEDULE TABLE ON SHEET 11 |
| | OF 13. ADD THE STUCCO THICKNESS AND REVISE INSTALLATION |
| | SCHEDULE AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | D) SPECIFY LENGTH OF ANCHORS TO VERIFY MINIMUM |
| | EMBEDMENT REQUIRED ON ANCHOR SCHEDULE TABLE ON SHEET 11 |
| | OF 13. SEC. 107.2.1 CITY AMENDMENTS. |
| | |
| | 4- SCOPE OF WORK SHOWN ON THE PERMIT APPLICATION |
| | DOESN'T MATCH T INFORMATION SUBMITTED. PERMIT |
| | APPLICATION SPECIFIES INSTALLATION OF 23 ACCORDION |
| | SHUTTERS, WHILE INFORMATION SUBMITTED IS FOR |
| | INSTALLATION OF ACCORDION SHUTTERS ON ONLY ONE OPENING |
| | AND INSTALLATION OF STORM PANELS ON 19 OPENINGS. REVISE |
| | SCOPE OF WORK ON THE PERMIT APPLICATION TO MATCH ACTUAL |
| | SCOPE OF WORK TO AVOID CONFLICTS/DELAYS. SEC. 107.2.1 |
| | CITY AMENDMENTS. |
| | |
| | IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT |
| | JULIO GOMEZ |
| | COMMERCIAL COMBINATION PLANS EXAMINER |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | BUILDING DIVISION |
| | (561)805-6712 |
| | [email protected] |
| | |
