| Date |
Text |
| 2017-10-26 15:12:08 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| | ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. PER FOUNDATION NOTE ON PAGE S-0, PROVIDE A SIGNED |
| | AND SEALED GEOTECHNICAL REPORT. THE REPORT SHALL BE |
| | ISSUED BY AN ACCREDITED LABORATORY. |
| | 2. OWNER/AGENT TO SIGN ENERGY SUBMITTAL. |
| | 3. DETAIL 3, PAGE A-5 SPECIFIES 1X2 WOOD FURRING ON |
| | INTERIOR WALLS. TYPICAL DOOR AND WINDOW SILL DETAILS ON |
| | PAGE A-6 SPECIFIES 15/8 METAL FURRING. PLEASE CLARIFY. |
| | 4. PLEASE PROVIDE AN INTERPRETATION FOR THE |
| | INSTALLATION OF SHERWIN WILLIAMS SHER-CRETE FLEXIBLE |
| | CONCRETE WATER PROOFING AT ALL DOOR AND WINDOW MASONRY |
| | OPENINGS. IS THIS A QA/QC MEASURE OR A CODE |
| | REQUIREMENT? PLEASE CLARIFY. |
| | 5. TYPICAL DOOR BUCK DETAIL ON PAGE A-6 SPECIFIES 2X |
| | P.T. WOOD BUCKS TO BE ATTACHED PER PRODUCT APPROVALS. |
| | PRODUCT APPROVALS SPECIFIES WOOD BUCK DESIGN AND |
| | INSTALLATION IS THE RESPONSIBILITY OF THE EOR AND AOR. |
| | PROVIDE ATTACHMENT DETAIL FOR 2X WOOD BUCKS AT EXT. |
| | DOORS. |
| | 6. NOTICE - MANDATORY RESIDENTIAL AIR INFILTRATION |
| | (BLOWER DOOR) TEST REQUIRED. |
| | 7. TYPICAL WINDOW ANCHORAGE DETAIL, PAGE A-6 REQUIRES A |
| | MIN. OF R-7.0 FOIL INSULATION. ENERGY SUBMITTAL |
| | REQUIRES A MIN. OF R-4.2. PLEASE CLARIFY. |
| | 8. PROVIDE CERTIFICATE OF TERMITE TREATMENT PER FBC, |
| | SETION 1816. |
| | 9. REFERENCE CONCRETE BEAM AND MASONRY LINTEL SCHEDULE, |
| | PAGE S-1. IDENTIFY WHAT A MB-3 IS FOR AN 8" WALL? |
| | 10. REFERENCE CONCRETE COLUMN SCHEDULE, PAGE S-1. THE |
| | DESCRIPTION FOR TWO DIFFERENT FILLED CELL REINFORCEMENT |
| | REQUIREMENTS APPEARS TO BE THE SAME. PLEASE CLARIFY. |
| | 11. THE VERTICAL REINFORCEMENT SPACING FOR A MW-1 TYPE |
| | WALL, SEE MASONRY WALL SCHEDULE, PAGE S-1, DOES NOT |
| | CORRESPOND TO THE VERTICAL SPACING ON THE FOUNDATION |
| | PLAN. PLEASE CLARIFY. |
| | 12. REFERENCE SOIL STATEMENT, PAGE S-1. PLEASE CLARIFY |
| | WHAT THE STATEMENT "WITH THE SO S PREPERATION, ETC." |
| | MEANS IN ITEM B. |
| | 13. PROVIDE SHOP DRAWINGS FOR PROPOSED STAIRS. THESE |
| | MAY BE LISTED AS A DEFFERRED SUBMITTAL. SHOP DRAWINGS |
| | MUST BE REVIEWED AND APPROVED PRIOR TO INSTALLATION. |
| | 14. ROOF SHEATHING FASTENER DETAIL 2, PAGE A-5 IS IN |
| | CONFLICT WITH ROOF SHEATHING FASTENER SCHEDULE, PAGE |
| | S-2. PLEASE CLARIFY. |
| | 15. REFERENCE DETAIL D, PAGE S-6. THERE ARE TWO |
| | DIFFERENT SHEATING PRODUCTS LISTED FOR THE SAME |
| | INSTALLATION. BOTH PRODUCTS ARE IN CONFLICT WITH THE |
| | SHEATHING DETAIL ON PAGE A-5. PLEASE CLARIFY. |
| | 16. REFERENCE DETAIL H, PAGE S-7. HORIZONTAL |
| | REINFORCEMENT (DUROWALL) REQUIRED FOR MASONRY WALLS PER |
| | FBCR 606.12.2.2.3. |
| | |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| | CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| | REVIEWED SHEETS DETACHED AND MARK VOID. |
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