Plan Review Details - Permit 05091661
Plan Review Stops For Permit 05091661
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2006-01-03 Cont ID  
Sent By jgomez Date 2006-01-03 Time 18:03 Rev Time 0.50
Received By jgomez Date 2006-01-03 Time 18:03 Sent To PC
Notes
2006-01-03 00:00:00ACCORDING TO THE WIND LOAD CHART
 PROVIDED THE DESIGN PRESSURES FOR
 SHUTTERS WHERE L= LESS THAN 7'-9" ARE
 +52.5 AND -70.3. THEREFORE, ANCHOR
 SPACING IS 9" O.C. SEE ANCHOR SCHEDULE
 SPACING.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2005-12-19 Cont ID  
Sent By jgomez Date 2005-12-19 Time 15:12 Rev Time 0.33
Received By jgomez Date 2005-12-19 Time 15:12 Sent To PC
Notes
2005-12-19 00:00:00BUILDING REVIEW CHECKLIST:
  
 1- A)ENGINEER'S WIND LOAD SCHEDULE IS
 FOR 130 MPH BASIC WIND SPEED. NEED WIND
 LOAD SCHEDULE FOR 140 MPH, WHICH IS THE
 APPROPRIATE WIND LOAD FOR THE CITY OF
 WEST PALM.
  
 B)NEED 2 ORIGINAL SIGNED AND SEALED WIND
 LOAD SCHEDULES. ONLY ONE WAS PROVIDED.
 COPIES ARE NOT ACCEPTABLE. CHAPTER 471
 FLORIDA STATUTES
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status N Date 2005-12-19 Cont ID  
Sent By jgomez Date 2005-12-19 Time 15:10 Rev Time 0.00
Received By jgomez Date 2005-12-16 Time 08:05 Sent To  
Notes
2005-12-19 00:00:00ENTERED THIS STOP BY MISTAKE. NOT READY
 TO REVIEW THIS SUBMITTAL YET. JG.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-11-28 Cont ID  
Sent By jgomez Date 2005-11-28 Time 16:50 Rev Time 0.33
Received By jgomez Date 2005-11-28 Time 16:50 Sent To PC
Notes
2005-11-28 00:00:00BUILDING REVIEW CHECKLIST:
 1- NEED RECORDED NOTICE OF COMMENCEMENT.
  
 2- A) WIND LOAD CHART NEEDS TO BE SIGNED
 AND SEALED BY THE ENGINEER OR ARCHITECT
 WHO MADE THE CALCULATIONS USING ASCE
 7-98. SECTION 104.2.1.2 CITY AMENDMENTS
 TO FBC 2001.
 B) CLARIFY NOTE: "IF ANY TYPE
 BUILDING EXCEEDS 60' IN HEIGHT, ALL
 VALUES ARE THE SAME". ARE THE DESIGN
 PRESSURES THE SAME IF THE BUILDING IS
 TALLER THAN 60'? WHY?.
  
 3- A) PROVIDE KEY PLAN TO DETERMINE
 LOCATION OF OPENING (END OR INTERIOR
 ZONE FOR THE DESIGN PRESSURES) AND
 COMPLETE INSTALLATION SCHEDULE. SEE
 ATTACHED SAMPLE.
 B) CLEARLY MARK ON SHUTTER DRAWINGS
 SPECIFIC ANCHOR TYPE AND SPACING TO BE
 USED ACCORDING THE THE DESIGN PRESSURES,
 SHUTTER SPAN, EDGE DISTANCE, CONNECTION
 TYPE, GLASS DISTANCE, AND STRUCTURE TO
 BE ATTACHED TO (CONCRETE, CONCRETE BLOCK
 OR WOOD).
  
 4- ACCORDION SHUTTERS DRAWINGS ARE NOT
 LEGIBLE. PROVIDE LEGIBLE DRAWINGS.
  
 5- CLEARLY IDENTIFY MULLION SIZE AND
 ANCHORS TO BE USED TO VERIFY COMPLIANCE
 WITH THE DESIGN PRESSURES. SEC.
 104.2.1.2 CITY AMENDMENTS TO FBC 2001.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-01-03 Cont ID  
Sent By adarroug Date 2006-01-03 Time 08:58 Rev Time 0.00
Received By adarroug Date 2006-01-03 Time 08:58 Sent To B
Notes
2006-01-03 00:00:00TO "JGOMEZ" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2005-12-12 Cont ID  
Sent By adarroug Date 2005-12-12 Time 18:11 Rev Time 0.00
Received By adarroug Date 2005-12-12 Time 18:11 Sent To B
Notes
2005-12-12 00:00:00TO "JGOMEZ" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-09-30 Cont ID  
Sent By adarroug Date 2005-09-30 Time 14:47 Rev Time 0.00
Received By adarroug Date 2005-09-30 Time 14:47 Sent To B
Notes
2005-09-30 00:00:00TO "MISC" BOX#1


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