Date |
Text |
2002-07-23 00:00:00 | |
| BUILDING PLAN REVIEW |
| PERMIT: 02061385 |
| ADD: 2301 CENTREPARK W DRIVE |
| CONT: LEIGHTON MCGINN CO |
| TEL: (561)863-4455 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| PROVIDE 2 CURRENT COPIES OF SIGNED & |
| SEALED SURVEYS WITH PROPOSED IMPROVEMENT |
| TO BE COMPLETED. |
| |
| PROVIDE FLOOD ZONE ELEVATION |
| CERTIFICATE FOR NEW CONSTRUTION WITH |
| BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| AN ADDITIONAL A-9 FLOODZONE BASE 13'+ |
| 6" CITY CODE, MINIMUM 13'6", FINISH |
| FLOOR & A/C PADS. |
| |
| 11-4.1.3(1) AT LEAST ONE ACCESSIBLE |
| ROUTTE COMPLYING WITH 11-4.3 SHALL |
| CONNECT ACCESSIBLE BUILDING OR FACILITY |
| ENETRANCES WITH ALL ACCESSIBLE SPACES |
| AND ELEMENTS WITHIN THE BUILDING OR |
| FACILITY. |
| |
| 11-4.1.3(3) GROUND & FLOOR SURFACES |
| ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE |
| ROOMS & SPACES SHALL COMPLY WITH |
| 11-4.5. SEE ADDAAG A4.5.1 (GUIDELINE) |
| A STATIC COEFFICIENT OF FRICTION OF 0.6 |
| IS RECOMENDED FOR ACCESSIBLE ROUTES |
| AND 0.8 FOR RAMPS. |
| |
| 1503.4.4 PROTECTION AGAINST DECAY & |
| TURMITES. CONDENSATE LINES & ROOF DOWN |
| SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| AWAY FROM THE STRUCTURE SIDEWALL, |
| WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| TENSIONS, OR SPLASH BLOCKS. |
| |
| 1511.7 ROOF MOUNTED MECHANICAL UNIT |
| S SHALL BE MOUNTED ON CURBS RAISED A |
| MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| FACE, OR WHERE ROOFING MATERIALS EXTEND |
| BENEATH THE UNIT, ON RAISED EQUIPMENT |
| SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| HEIGTH IN ACCORDANCE WITH TABLE 1511.7. |
| |
| FL BLD CODE 1606.1.5: COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORT, SBCCI OR DADE COUNTY |
| REPORT ARE ACCEPTED.MISSING REPORTS: |
| A)WINDOWS |
| B)MULLIONS |
| C)DOORS, EXTERIOR |
| D)ROOFING ASSEMBLIES |
| |
| 1707.4.5.1 MULLIONS OCCURRING |
| BETWEEN INDIVIDUAL WINDOW AND GLASS |
| DOOR ASSEMBLIES. TESTING REPORTS ARE |
| REQUIRED BY AN APPROVED TESTING |
| LABORATORY OR BE ENGINEERED. |
| |
| |
| 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| TO THE ROUGH OPENING SUBTRATE. |
| |
| FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| |
| FL BLDG 1909.3 (EXEPTION# 2) |
| CONCRETE SLABS ON GRADE CONTAINING 6X6/ |
| W1.4XW1.4 WELDED WIRE REINFORCEMENT |
| FABRIC LOCATED IN THE MIDDLE TO THE |
| UPPER 1/3RD OF THE SLAB SHALL BE SUP- |
| PORTED BY APPROVED MATERIALS OR SUPPORTS |
| AT SPACING NOT TO EXCEED 3 FT OR IN |
| ACCORDANCE WITH MANUFACTURER'S SPEC. |
| |
| 2504.2.2 INSTALLATION OF EXTERIOR |
| LATHING AND FRAMING SHALL COMPLY WITH |
| ASTM C-1063. |
| |
| SHEET A-3 DETAIL #3 FAN ROOF MOUNT |
| DETAIL NO FASTENING INFO? |
| |
| BEFORE A PERMIT TO CONSTRUCT CAN BE |
| ISSUED, IMPACT FEES MUST BE PAID TO PALM |
| BEACH CO.,THE PERMIT PLANS STAMPED BY |
| THEM AND THE RECEIPT ATTACHED TO THE |
| PERMIT APPLICATION. PLANS DO NOT INDI- |
| CATE WITH STAMP FEES WERE PAID, RECEIPT |
| FROM COUNTY IN PACKAGE? |