2003-07-28 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT: 03061862 |
| ADD: 819 HANSEN STREET |
| CONT: SUINGLIO ESPEJO |
| TEL: (561)305-0244 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
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| ACTION: DENIED |
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| 1) PROVIDE NOC RECORDED WITH THE CLERK |
| OF COURT BEFORE A PERMIT CAN BE ISSUED. |
| |
| 2)PROVIDE ENERGY CALCULATIONS AND |
| EQUIPMENT SIZING CALCULATIONS (MANUAL J) |
| AS REQUIRED BY THE 2001 FLORIDA ENERGY |
| EFFICIENTCY CODE FOR BUILDING CONSTRUC- |
| TION. |
| |
| 3) FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| WHERE THE BEARING CAPACITY OF THE SOIL I |
| S NOT DEFINITEY KNOWN, OR IS IN QUESTION |
| THE BUILDING OFFICIAL MAY REQUIRE EXPLOR |
| ATIONS, TEST OR OTHER ADEQUATE PROOF AS |
| TO THE PERMISSIBLE SAFE BEARING |
| CAPACITY. REQUIRED TEST AND RECOMMENDA- |
| TIONS SUBMITTED TO VERIFY BEARING CAPA- |
| CITY SHALL BE CERTIFIED BY A GEOTECH- |
| NICALREPORT FROM A DESIGN PROFESSIONAL P |
| ROPERLY LICENSED IN THE STATE OF |
| FLORIDA. |
| |
| 4)FL. BLD CODE 1606.1.7 THE FOLLOWING |
| INFORMATION RELATED TO WIND SHALL BE |
| SHOWN ON THE CONSTRUCTION DRAWINGS, |
| 1)- BASIC WIND SPEED, MPH |
| 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| CATEGORY |
| 3)- WIND EXPOSURE |
| 4)- INTERNAL PRESSURE COEFFICIENT, |
| 5)- COMPONENTS & CLADDING, THE DESIGN |
| WIND PRESSURES IN TERMS OF PSF. |
| |
| THIS BUILDING IS INDICATING BEING DESIGN |
| ED FOR BOTH A B & C CATEGORY, AND AS |
| OPEN OR ENCLOESED. AS STATED IN (5) |
| ABOVE INCLUDE THE POS. & NEGATIVE WIND |
| PRESSURES FOR THE MOST RESTRICTIVE. |
| MISSING IS THE INTERNAL PRESSURE |
| COEFFICIENT. |
| |
| 5) 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) SLIDING GLASS DOORSIN THE KITCHEN & |
| FAMILY ROOM. |
| B) ROOFING REPORTS FOR CLAY TILE & |
| SHINGLES? BOTH ARE IN PACKAGE. |
| |
| 6) MISSING BEAM INFORMATION, NO LAYOUT |
| OF NUMBER OF BARS REQUIRED, SIZE OR IF |
| STIRRUPS ARE REQUIRED? |
| |
| 7) SECOND FLOOR ALSO MISSING INFORMATION |
| AS TO WHAT MATERIAL IT IS MADE FROM? |
| NO CUT SECTION GIVING INFORMATION. IF |
| WOOD NO ANCHOR BOLT INFO., NO STAPPING |
| OF STUDS, OR STUDS TO TO TRUSSES. |
| |
| 8)1707.3.1 JOIST HANGERS, FRAMING |
| ANCHORS & SIMILAR DEVICES SHALL BE TEST- |
| ED IN ACCORDANCE W/ ASTM D 1761 & BE |
| LABELED AND LISTED FOR THEIR LOAD CARRY- |
| ING CAPACITY. |
| |
| 9) MISSING INFORMATION OF TRUSSES, NO |
| TRUSS LAYOUT GIVINGUPLIFT PRESSURE. |
| 1606.2.4 MAIN WIND FORCE RESISTING SYS- |
| TEM, ALL ELEMENTS AND CONNECTIONS OF THE |
| MAINFORCE RESISTING SYSTEM SHALL BE |
| DESIGNED FOR VERTICAL AND HORIZONTAL |
| LOADS BASED ON THE COMBINED LEEWARD AND |
| WINDWARD WALL PRESSURES AND ROOF PRES |
| SURES DETERMINED FROM TABLE 1606.2A. |
| |
| BEFORE A PERMIT TO CONSTRUCT, MAY |
| BE ISSUED, IMPACT FEES MUST BE PAID TO |
| PALM BEACH COUNTY. THE ACTUAL PERMIT |
| SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT |
| ATTACHED TO THE PERMIT APPLICATION. |
| PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| |
| LOOK FOR COMMENTS BY THE OTHER PLAN |
| REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| ON THE APPLICATION, PLANS, OR ATTACHED |
| SEPARATELY. WHEN RESUBMITTING PLANS |
| PLEASE CLEARLY INDICATE THE REVISION AND |
| REMOVE AND REPLACE ANY PAGES AS NECESS- |
| ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| THE PLANS WHEN RESUBMITTING PLANS. A |
| TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| REVISION MADE, IDENTIFYING THE SHEET OR |
| SPECIFICATION PAGE WHERE THE CHANGES CAN |
| BE FOUND, WILL HELP TO EXPEDITE YOUR |
| PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| COOPERATION. |
| JIM WITMER |
| BUILDING PLAN REVIEW |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |