Date |
Text |
2001-11-26 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT# 01101812 |
| 1925 S OLIVE AV |
| CONT: IRONWOOD PROPERTIES |
| TEL: (561) 279-8952 |
| |
| SBC=1997 STANDARD BUILDING CODE |
| SBC*= AMENDMENTS STANDARD BUILDING CODE |
| FL ACC CODE= FLORIDA ACCESSIBILITY CODE |
| FL S. S.= FLORIDA STATE STATUTE |
| |
| 1)- FL S S 514.021 SHOW COMPLIANCE WITH |
| FENCING & REQUIRED SECURE ENTRY AROUND |
| THE POOL AREA. |
| |
| 2)- THE PERMIT APPLICATION STATES THIS |
| APPLICATION WILL BE FOR CABANAS, TRELLIS |
| AND WALL, IS THE POOL DECK TO BE CONSID- |
| ERED UNDER THIS PERMIT? IF SO THE PLANS |
| NEED TO SHOW THE SLOPE AWAY FROM THE |
| POOL, NOTE THE WALL ON THE BACK SIDE OF |
| THE TRELLIS WILL NOT ALLOW FOR DRAIAGE? |
| |
| 3)- SHEET A.63 DOESN'T HAVE ANY SECTIONS |
| THROUGH THE CABANA SLABS, INDICATING THE |
| FOUNDATION DESIGN, SOILS TERMITE TREAT- |
| MENT OR VAPOR BARRIER. THERE IS NO INFOR |
| MATION ON THE VERTICLAL NOR HORIZONTAL |
| STEEL REINFORCING OR COLUMN BEAM DESIGN. |
| |
| 4)- SBC 104.2.2* DISCREPANCY BETWEEN |
| SHEETS A.62 & E.8/P.1 SEE STORAGE LAYOUT |
| |
| 5)- PLUMBING DETAILS VENTING WILL RE- |
| QUIRE 3" VENTS FOR EACH CABANA. THE DE- |
| TAILS FOR THE BEAM ARE NOT INDICATED FOR |
| THESE 2 BUILDINGS, IF CONCRETE BEAM SBC |
| 1907.3.5(1) PIPES EMBEDDED IN BEAMS |
| SHALL NOT BE LARGER IN OUTSIDE DIMENSION |
| THAN 1/3 THE OVERALL THICKNESS OF THE |
| BEAM. |
| IF BLOCK, A MASONRY APPLICATION, |
| ACI530.(4.1.1.1) DESIGN SHALL NOT CONSID |
| ER CONDUITS,PIPES OR SLEEVES AS |
| STRUCURALLYREPLACING THE DISPLACED |
| MASONARY. |
| |
| 6)- SBC 1204.2 PUBLIC RESTROOMS, THE |
| WALLS & FLOORS OF ALL PUBLIC RESTROOMS |
| SHALL BE LINED WITH NONABSORBANT |
| MATERIALS TO A HEIGTH OF 4 FT ABOVE THE |
| FLOOR LINE. |
| |
| 7)- SBC 1606.2.6.2 COMPONENTS & CLADDING |
| ALL GLAZED OPENINGS WILL REQUIRE PRODUCT |
| TESTING, WINDOWS, DOORS & ROOFING ASSEM- |
| BLIES. |
| |
| 8)- SHEET A.62 BAR-B-Q GRILL, THERE |
| ISN'T ACCESS TO THE BAR-B-Q GRILL AS |
| REQUIRED UNDER THE FAIR HOUSING ACT. |
| SEE 4.3 ACCESSIBLE ROUTE, & 4.5 GROUND |
| AND FLOOR SURFACES. |
| |
| 9)- SHEET A.64 DETAIL FOR HI RIB LATH, |
| SBC2504.2.2 INSTALLATION OF EXTERIOR |
| LATHING AND FRAMING SHALL COMPLY WITH |
| ASTM 1063 C. ATTACHMENT OF HI-RIB METAL |
| LATH TO HORIZONTAL FRAMING MEMBERS SHALL |
| HAVE 1 3/4" PENETRATION INTO HORIZONTAL |
| WOOD SUPPORTS.RIB LATH SHALL BE ATTACHED |
| AT EACH RIB. |
| |
| PLANS SHALL BE TAKEN TO PALM BEACH |
| COUNTY FOR IMPACT FEE ASSESSMENT. |
| |
| SBC 104.2.2 ADDITIONAL INFORMATION, |
| THERE ARE STAIR DETAILS ON SHEET A.63 & |
| S4.0 WHERE ARE THEY TO BE USED? |
| |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| (561)659-8096X8412 |