| Date |
Text |
| 2019-12-14 07:19:26 | PLAN REVIEW - BUILDING |
| | |
| | CODES IN EFFECT: |
| | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1 ADMINISTRATION |
| | FBC RE = FLORIDA RESIDENTIAL CODE 2017 6TH EDITION |
| | FBC CE = FLORIDA BUILDING CODE ENERGY CONSERVATION 2017 |
| | 6TH EDITION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER, PX3169 |
| | 1&2 FAMILY PLANS EXAMINER, SFP306 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | 1ST REVIEW |
| | |
| | RESULTS: DENIED |
| | |
| | YOUR SUBMITTAL IS DEFICIENT FOR THE REASONS LISTED |
| | BELOW. |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. SITE PLAN PAGE SP-1.01 INDICATES THE 4 FOOT HIGH |
| | WALL LOCATED AT THE FRONT ELEVATION OF THE PROPERTY |
| | ENCROACHS INTO THE 6 FOOT FPL EASEMENT. PROVIDE |
| | EASEMENT RELEASE FROM FPL. |
| | FBC 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS. |
| | |
| | 2. REF. PLAN PAGE S-001 - PROVIDE DETAIL FOR 12X12 CMU |
| | PIERS. |
| | R606.7PIERS. |
| | THE UNSUPPORTED HEIGHT OF MASONRY PIERS SHALL NOT |
| | EXCEED 10 TIMES THEIR LEAST DIMENSION. WHERE STRUCTURAL |
| | CLAY TILE OR HOLLOW CONCRETE MASONRY UNITS ARE USED FOR |
| | ISOLATED PIERS TO SUPPORT BEAMS AND GIRDERS, THE |
| | CELLULAR SPACES SHALL BE FILLED SOLIDLY WITH GROUT OR |
| | TYPE M OR S MORTAR, EXCEPT THAT UNFILLED HOLLOW PIERS |
| | SHALL BE PERMITTED TO BE USED IF THEIR UNSUPPORTED |
| | HEIGHT IS NOT MORE THAN FOUR TIMES THEIR LEAST |
| | DIMENSION. WHERE HOLLOW MASONRY UNITS ARE SOLIDLY |
| | FILLED WITH GROUT OR TYPE M, S OR N MORTAR, THE |
| | ALLOWABLE COMPRESSIVE STRESS SHALL BE PERMITTED TO BE |
| | INCREASED AS PROVIDED IN TABLE R606.9. |
| | R606.7.1PIER CAP. |
| | HOLLOW PIERS SHALL BE CAPPED WITH 4 INCHES (102 MM) OF |
| | SOLID MASONRY OR CONCRETE, A MASONRY CAP BLOCK, OR |
| | SHALL HAVE CAVITIES OF THE TOP COURSE FILLED WITH |
| | CONCRETE OR GROUT. |
| | |
| | 3. A 2ND SIGNATURE REVIEW WILL BE REQUIRED DUE TO NEW |
| | PLAN PAGES. |
| | UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL |
| | SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE |
| | THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT. |
| | |
| | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED |
| | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. |
| | 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. |
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| | |
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