2003-08-21 00:00:00 | DENIED |
| |
| 1) IMPACT FEES MUST BE PAID TO PALM |
| BEACH COUNTY, PLANS STAMPED BY THEM AND |
| COPY OF RECEIPT SUBMITTED TO CITY OF |
| WEST PALM BEACH BUILDING DEPARTMENT, |
| BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| |
| 2) THE STRUCTURE IS LOCATED IN AN "AO" |
| FLOOD ZONE AN ELEVATION CERTIFICATE WILL |
| BE REQUIRED. |
| |
| 3) PROVIDE A FINAL SOIL BORING TEST AS |
| REQUIRED BY THE PRELIMINARY SOIL REPORT |
| AND FBC 1804.2.2. |
| |
| 4) REVISE NOTE #11 ON C1. FBC 1606.1.4 |
| REQUIRES PROTECTION OF GALZED OPENINGS |
| IN WINDBORNE DEBRIS REGIONS AS WELL AS |
| THE HVHZ. |
| |
| 5) REVISE NOTE #15 UNDER FRAMING NOTES |
| ON C1. HIGH RIB METAL LATH IS REQUIRED |
| TO BE FASTENED AT EVERY RIB (4"O.C.) PER |
| ASTM C 1063. |
| |
| 6) SPECIFY THE LENGTH/EMBED DEPTH OF THE |
| 1/2" DIA. ANCHOR BOLTS FOR THE GARAGE |
| DOOR BUCKS ON THE DETAIL ON A4. |
| |
| 7) CLARIFY ON THE S.G.D. BUCK DETAIL ON |
| A4 THAT THE FRAME IS FASTENED THROUGH |
| THE 1X BUCK. |
| |
| 8) SUBMIT A TRUSS ANCHOR SCHEDULE. FBC |
| 1609.4.3 NO LONGER ALLOWS THE ONE-THIRD |
| INCREASE IN THE STEEL CALCULATIONS FOR |
| COMBINATION LOADS. SEE THE 2003 USP OR |
| 2002 SIMPSON HIGH WIND CONSTRUCTION |
| CATALOGS FOR CONNECTOR VALUES WITHOUT |
| THE INCREASE. |
| |
| 9) REVISE CONNECTION DETAIL 2 ON A5. THE |
| MAXIMUM UPLIFT VALUE IS 1125# WITH (7) |
| 16D NAILS IN EACH MEMBER. SEE 2003 USP |
| CATALOG. |
| |
| 10) DETAIL 11 ON A5 SPECIFIES A HANGER |
| ON A MASONRY WALL FASTENED WITH (2) 5/8" |
| THROUGH BOLTS ON EACH SIDE. PLEASE |
| CLARIFY. |
| |
| 11) AN ID. TAG FOR A DETAIL 1 ON A6 IS |
| GIVEN ON THE FRAMING PLAN ON A5, HOWEVER |
| THERE IS NO SUCH DETAIL. PLEASE CORRECT. |
| |
| 12) AN ID. TAG FOR DETAIL 1 ON A8 IS ON |
| THE FRAMING PLAN ON A5 AND THERE IS NOT |
| A SHEET A8. PLEASE CORRECT. |
| |
| 13) A SEPARATE PERMIT FOR ROOFING WILL |
| BE REQUIRED. |
| |
| 14) SUBMIT PRODUCT APPROVALS FOR THE |
| SINGLE HUNG WINDOWS. |
| |
| 15) THE SITE SPECIFIC PRODUCT APPROVALS |
| DO NOT LIST THE 3'X 8' F.G. WINDOWS. |
| THE SITE SPECIFIC PRODUCT APPROVAL FORM |
| IS REQUIRED TO BE SIGNED BY THE DESIGNER |
| RECORD OR A SIGNED AND SEALED LETTER OF |
| APPROVAL FROM THE D.O.R. MUST ACCOMPANY |
| THE FORM. |
| |
| 16)THE STORM PANEL KEY PLAN AND SCHEDULE |
| DO NOT CORRESPOND TO THE PLANS. THE |
| PRODUCT APPROVAL THAT WAS SUBMITTED HAS |
| EXPIRED. PLEASE CORRECT. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |